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44
HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

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Page 1: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

HD SOCKET LIFTING SYSTEM HD 16-E

CONCRETE

This catalogue conforms to the installation and application instructions according to the VDIBV-BS 6205 guidelines

Foto

Els

abe

Q

uelle

Pho

toca

se

Foto

cor

esin

ce

Que

lle P

hoto

case

VDIBV-BS 6205VDIBV-BS 6205

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Introduct ion

HALFEN = dependable

bull high ductility ndash high performance even in extreme situations

bull increased dependable cold-toughness ndash same characteristics irrespective of environmental conditions

bull quality control ndash safety in application

Specially tempered steel guarantees high elastic and plastic properties The required unique steel composition to achieve product characteristics are specified by HALFEN Numerous tests and many years of experience guaran-tee best possible results and highest confidence in all applications

The special composition of the steel ensures constant identical characteris-tics (temperature independent)

Steel used by HALFEN exceeds the requirements of DIN EN 10025

By specifying products and material continual raw material product monitoring and testing by renown independant bodies and universities our customers are assured that the quality and properties of all HALFEN Anchors remain consistent

HALFEN Anchors meet the requi-rements of the European machine guideline (MD) 200642EC The required steel load capacity for transport systems is defined in these guidelines

To also ensure safe use of transport anchor systems with the required resistance values for cast-in anchors HALFEN Transport anchor and trans-port anchor systems also meet the requirements of VDIBV-BS regulation 6205

This catalogue is an installation and application instruction as defined in VDIBV-BS 6205

To guarantee a high level of safety all HALFEN Anchors and anchor systems are subjected to regular self- and third-party quality control

We guarantee continuous high quality and maximal safety for your company your employees and your customers This quality is ensured by external controlling and confirmed with the CE mark

The regulation titled ldquoTransport anchor and Transport anchor systems for precast concrete elementsldquo represents up-to-date technological knowledge in this field HALFEN ensures a constant high standard of safety for its transport anchors and systems by complying with the requirements set in these regulations

To confirm conformity with MD 200642EC in conjunction with the VDIBV-BS 6205 all HALFEN Transport anchor systems are CE marked

Certified quality from HALFEN ndash Connected to safety

3

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

for lifting a wide range of different formatprecast concrete elements

for application in especially thin structuralelements garage walls utility and modular structures

for application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13ndash250 13ndash150 50ndash150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

for transporting slab elementsfor example floor and roof slabs

for transporting large thin precast slabs elements that are lifted perpendicular to their main surface

for lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13ndash75 13ndash75 13ndash100

HD Lifting devices

HD Lifting link6362

HD Perfect lifting head6377

Rotary head clutch6367

HD Adapter 6366

Application

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Anchors Especially sui-table for diagonal and shear loadsand for tilting and pitching

the HD Adapter allows the HDAnchor range to be used with theDEHA Universal head lifting link(spherical head anchor system)

Load class 13ndash150 13ndash150 13ndash250 13ndash150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2014 HALFEN HD 14-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Contents

Information

- System overview 4ndash5 - Scope of delivery 6ndash7 - Lifting devices Notes on use 8 - Installation and application 9ndash16 - Calculation 14 - Installation 17ndash18

HD Anchor types

- HD Anchor 19ndash23 - HD Short anchor 24 - HD Rod anchor 25ndash29 - HD Plate anchor 30ndash31 - HD Standard anchor with hole 32

Accessories

- Nailing plates Magnetic plates 33ndash35 - Accessories 35ndash36

HD Lifting devices

- General information 37 - HD Lifting link 37 - 6367 Rotary head lifting link 38ndash39 - HD Perfect lifting head 40 - HD Adapter 41 - Supplement for the HD Adapter 42

Appendix

- Installation 42 - Further HALFEN-Products 43 - Contact 44

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

For lifting a wide range of diff erent format precast concrete elements

For application in especially thin structural elements garage walls utility and modular structures

For application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13 ndash 250 13 ndash 150 50 ndash 150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

For transporting slab elements for example floor and roof slabs

For transporting large thin precast slabs elements that are lifted perpendicular to their main surface

For lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13 ndash 75 13 ndash 75 13 ndash 100

HD Lifting devices

HD Lifting link 6362

HD Perfect lifting head6377

Rotary head lifting link6367

HD Adapter 6366

Application

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Anchors Especially suitable for diagonal and shear loads and for tilting and pitching

The HD Adapter allows the HD Anchor range to be used with theDEHA Universal head lifting link (spherical head anchor system)

Load class 13 ndash 150 13 ndash 150 13 ndash 250 13 ndash 150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

5

DEHA HD Anchor accessories

HD Nailing plate plastic HD Nailing plate steel HD Nailing plate steel core + magnet

6358 6369 6365

Material Plastic Steel Steel

ApplicationTo secure the HD Anchor to formwork when using the HD link (6362)

the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

Thread sizes MRd 12 ndash 52

Combi nailing plate steel core + replacement ring

Combi nailing plate steel core + replacement ring

Optional for the HD Adapter 6366 HD Identification cap

6510 6520 6368 6363

Material Ring plastic Thread steel

Ring plastic Thread steel Steel Plastic

Application

To secure the HD Anchor to formwork when using the HD link (6362) the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

To secure the HD Anchor to formwork when using the HD lifting link (6362) the rotary head link (6367) and the HD Perfect head (6377)

Is screwed onto the adapter 6366 makes it possible to use the combi nailing plate (6520) and the adapter (6366) with the Universal head clutch (6102)

The identifi cation cap provides information on the installed HD Anchor The clip can also be used to secure potentially required reinforcement

Thread sizes MRd 12 ndash 64 12 ndash 52 load class 13 ndash 150

Sealing caps Sealing cap Rubber mould Retaining bolt S1

6359 6315 6513 6329 TPA-S1

Material Plastic Plastic Rubber Steel

Application

Used to seal and protect threads against dirt and other impurities

Used to seal and protect the anchor against dirt and other impurities Especially for decorative concrete Suitable for (6358) (6369) (6365) (6510)

Mould for making 10 mm thick concrete recess caps

Used to secure the steel nailing plate to the formwork

Thread sizes MRd 12 ndash 52 12 ndash 24 all load classes all load classes

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 2: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

Foto

Els

abe

Q

uelle

Pho

toca

se

Foto

cor

esin

ce

Que

lle P

hoto

case

VDIBV-BS 6205VDIBV-BS 6205

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Introduct ion

HALFEN = dependable

bull high ductility ndash high performance even in extreme situations

bull increased dependable cold-toughness ndash same characteristics irrespective of environmental conditions

bull quality control ndash safety in application

Specially tempered steel guarantees high elastic and plastic properties The required unique steel composition to achieve product characteristics are specified by HALFEN Numerous tests and many years of experience guaran-tee best possible results and highest confidence in all applications

The special composition of the steel ensures constant identical characteris-tics (temperature independent)

Steel used by HALFEN exceeds the requirements of DIN EN 10025

By specifying products and material continual raw material product monitoring and testing by renown independant bodies and universities our customers are assured that the quality and properties of all HALFEN Anchors remain consistent

HALFEN Anchors meet the requi-rements of the European machine guideline (MD) 200642EC The required steel load capacity for transport systems is defined in these guidelines

To also ensure safe use of transport anchor systems with the required resistance values for cast-in anchors HALFEN Transport anchor and trans-port anchor systems also meet the requirements of VDIBV-BS regulation 6205

This catalogue is an installation and application instruction as defined in VDIBV-BS 6205

To guarantee a high level of safety all HALFEN Anchors and anchor systems are subjected to regular self- and third-party quality control

We guarantee continuous high quality and maximal safety for your company your employees and your customers This quality is ensured by external controlling and confirmed with the CE mark

The regulation titled ldquoTransport anchor and Transport anchor systems for precast concrete elementsldquo represents up-to-date technological knowledge in this field HALFEN ensures a constant high standard of safety for its transport anchors and systems by complying with the requirements set in these regulations

To confirm conformity with MD 200642EC in conjunction with the VDIBV-BS 6205 all HALFEN Transport anchor systems are CE marked

Certified quality from HALFEN ndash Connected to safety

3

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

for lifting a wide range of different formatprecast concrete elements

for application in especially thin structuralelements garage walls utility and modular structures

for application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13ndash250 13ndash150 50ndash150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

for transporting slab elementsfor example floor and roof slabs

for transporting large thin precast slabs elements that are lifted perpendicular to their main surface

for lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13ndash75 13ndash75 13ndash100

HD Lifting devices

HD Lifting link6362

HD Perfect lifting head6377

Rotary head clutch6367

HD Adapter 6366

Application

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Anchors Especially sui-table for diagonal and shear loadsand for tilting and pitching

the HD Adapter allows the HDAnchor range to be used with theDEHA Universal head lifting link(spherical head anchor system)

Load class 13ndash150 13ndash150 13ndash250 13ndash150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2014 HALFEN HD 14-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Contents

Information

- System overview 4ndash5 - Scope of delivery 6ndash7 - Lifting devices Notes on use 8 - Installation and application 9ndash16 - Calculation 14 - Installation 17ndash18

HD Anchor types

- HD Anchor 19ndash23 - HD Short anchor 24 - HD Rod anchor 25ndash29 - HD Plate anchor 30ndash31 - HD Standard anchor with hole 32

Accessories

- Nailing plates Magnetic plates 33ndash35 - Accessories 35ndash36

HD Lifting devices

- General information 37 - HD Lifting link 37 - 6367 Rotary head lifting link 38ndash39 - HD Perfect lifting head 40 - HD Adapter 41 - Supplement for the HD Adapter 42

Appendix

- Installation 42 - Further HALFEN-Products 43 - Contact 44

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

For lifting a wide range of diff erent format precast concrete elements

For application in especially thin structural elements garage walls utility and modular structures

For application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13 ndash 250 13 ndash 150 50 ndash 150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

For transporting slab elements for example floor and roof slabs

For transporting large thin precast slabs elements that are lifted perpendicular to their main surface

For lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13 ndash 75 13 ndash 75 13 ndash 100

HD Lifting devices

HD Lifting link 6362

HD Perfect lifting head6377

Rotary head lifting link6367

HD Adapter 6366

Application

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Anchors Especially suitable for diagonal and shear loads and for tilting and pitching

The HD Adapter allows the HD Anchor range to be used with theDEHA Universal head lifting link (spherical head anchor system)

Load class 13 ndash 150 13 ndash 150 13 ndash 250 13 ndash 150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

5

DEHA HD Anchor accessories

HD Nailing plate plastic HD Nailing plate steel HD Nailing plate steel core + magnet

6358 6369 6365

Material Plastic Steel Steel

ApplicationTo secure the HD Anchor to formwork when using the HD link (6362)

the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

Thread sizes MRd 12 ndash 52

Combi nailing plate steel core + replacement ring

Combi nailing plate steel core + replacement ring

Optional for the HD Adapter 6366 HD Identification cap

6510 6520 6368 6363

Material Ring plastic Thread steel

Ring plastic Thread steel Steel Plastic

Application

To secure the HD Anchor to formwork when using the HD link (6362) the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

To secure the HD Anchor to formwork when using the HD lifting link (6362) the rotary head link (6367) and the HD Perfect head (6377)

Is screwed onto the adapter 6366 makes it possible to use the combi nailing plate (6520) and the adapter (6366) with the Universal head clutch (6102)

The identifi cation cap provides information on the installed HD Anchor The clip can also be used to secure potentially required reinforcement

Thread sizes MRd 12 ndash 64 12 ndash 52 load class 13 ndash 150

Sealing caps Sealing cap Rubber mould Retaining bolt S1

6359 6315 6513 6329 TPA-S1

Material Plastic Plastic Rubber Steel

Application

Used to seal and protect threads against dirt and other impurities

Used to seal and protect the anchor against dirt and other impurities Especially for decorative concrete Suitable for (6358) (6369) (6365) (6510)

Mould for making 10 mm thick concrete recess caps

Used to secure the steel nailing plate to the formwork

Thread sizes MRd 12 ndash 52 12 ndash 24 all load classes all load classes

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

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HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

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HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

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HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

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HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 3: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

3

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

for lifting a wide range of different formatprecast concrete elements

for application in especially thin structuralelements garage walls utility and modular structures

for application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13ndash250 13ndash150 50ndash150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

for transporting slab elementsfor example floor and roof slabs

for transporting large thin precast slabs elements that are lifted perpendicular to their main surface

for lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13ndash75 13ndash75 13ndash100

HD Lifting devices

HD Lifting link6362

HD Perfect lifting head6377

Rotary head clutch6367

HD Adapter 6366

Application

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Transport anchors

for lifting precast elements withcast-in HD Anchors Especially sui-table for diagonal and shear loadsand for tilting and pitching

the HD Adapter allows the HDAnchor range to be used with theDEHA Universal head lifting link(spherical head anchor system)

Load class 13ndash150 13ndash150 13ndash250 13ndash150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2014 HALFEN HD 14-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Contents

Information

- System overview 4ndash5 - Scope of delivery 6ndash7 - Lifting devices Notes on use 8 - Installation and application 9ndash16 - Calculation 14 - Installation 17ndash18

HD Anchor types

- HD Anchor 19ndash23 - HD Short anchor 24 - HD Rod anchor 25ndash29 - HD Plate anchor 30ndash31 - HD Standard anchor with hole 32

Accessories

- Nailing plates Magnetic plates 33ndash35 - Accessories 35ndash36

HD Lifting devices

- General information 37 - HD Lifting link 37 - 6367 Rotary head lifting link 38ndash39 - HD Perfect lifting head 40 - HD Adapter 41 - Supplement for the HD Adapter 42

Appendix

- Installation 42 - Further HALFEN-Products 43 - Contact 44

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

For lifting a wide range of diff erent format precast concrete elements

For application in especially thin structural elements garage walls utility and modular structures

For application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13 ndash 250 13 ndash 150 50 ndash 150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

For transporting slab elements for example floor and roof slabs

For transporting large thin precast slabs elements that are lifted perpendicular to their main surface

For lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13 ndash 75 13 ndash 75 13 ndash 100

HD Lifting devices

HD Lifting link 6362

HD Perfect lifting head6377

Rotary head lifting link6367

HD Adapter 6366

Application

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Anchors Especially suitable for diagonal and shear loads and for tilting and pitching

The HD Adapter allows the HD Anchor range to be used with theDEHA Universal head lifting link (spherical head anchor system)

Load class 13 ndash 150 13 ndash 150 13 ndash 250 13 ndash 150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

5

DEHA HD Anchor accessories

HD Nailing plate plastic HD Nailing plate steel HD Nailing plate steel core + magnet

6358 6369 6365

Material Plastic Steel Steel

ApplicationTo secure the HD Anchor to formwork when using the HD link (6362)

the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

Thread sizes MRd 12 ndash 52

Combi nailing plate steel core + replacement ring

Combi nailing plate steel core + replacement ring

Optional for the HD Adapter 6366 HD Identification cap

6510 6520 6368 6363

Material Ring plastic Thread steel

Ring plastic Thread steel Steel Plastic

Application

To secure the HD Anchor to formwork when using the HD link (6362) the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

To secure the HD Anchor to formwork when using the HD lifting link (6362) the rotary head link (6367) and the HD Perfect head (6377)

Is screwed onto the adapter 6366 makes it possible to use the combi nailing plate (6520) and the adapter (6366) with the Universal head clutch (6102)

The identifi cation cap provides information on the installed HD Anchor The clip can also be used to secure potentially required reinforcement

Thread sizes MRd 12 ndash 64 12 ndash 52 load class 13 ndash 150

Sealing caps Sealing cap Rubber mould Retaining bolt S1

6359 6315 6513 6329 TPA-S1

Material Plastic Plastic Rubber Steel

Application

Used to seal and protect threads against dirt and other impurities

Used to seal and protect the anchor against dirt and other impurities Especially for decorative concrete Suitable for (6358) (6369) (6365) (6510)

Mould for making 10 mm thick concrete recess caps

Used to secure the steel nailing plate to the formwork

Thread sizes MRd 12 ndash 52 12 ndash 24 all load classes all load classes

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 4: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

4

HD Transport anchor

HD Anchor6360

HD Rod anchor6361

HD Rod anchoroffset

Application

For lifting a wide range of diff erent format precast concrete elements

For application in especially thin structural elements garage walls utility and modular structures

For application in sandwich elements is used with a compensating beam for transporting and installation

Load class 13 ndash 250 13 ndash 150 50 ndash 150

HD Short anchor6360

HD Plate anchor6370

HD Plain anchor with hole6376

Application

For transporting slab elements for example floor and roof slabs

For transporting large thin precast slabs elements that are lifted perpendicular to their main surface

For lifting thin precast walls or for use with low-strength concrete Load transmission in the concrete is with hanger reinforcement inserted through the anchor hole

Load class 13 ndash 75 13 ndash 75 13 ndash 100

HD Lifting devices

HD Lifting link 6362

HD Perfect lifting head6377

Rotary head lifting link6367

HD Adapter 6366

Application

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Transport anchors

For lifting precast elements with cast-in HD Anchors Especially suitable for diagonal and shear loads and for tilting and pitching

The HD Adapter allows the HD Anchor range to be used with theDEHA Universal head lifting link (spherical head anchor system)

Load class 13 ndash 150 13 ndash 150 13 ndash 250 13 ndash 150

C EH

ALFE

N

HD

25

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

5

DEHA HD Anchor accessories

HD Nailing plate plastic HD Nailing plate steel HD Nailing plate steel core + magnet

6358 6369 6365

Material Plastic Steel Steel

ApplicationTo secure the HD Anchor to formwork when using the HD link (6362)

the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

Thread sizes MRd 12 ndash 52

Combi nailing plate steel core + replacement ring

Combi nailing plate steel core + replacement ring

Optional for the HD Adapter 6366 HD Identification cap

6510 6520 6368 6363

Material Ring plastic Thread steel

Ring plastic Thread steel Steel Plastic

Application

To secure the HD Anchor to formwork when using the HD link (6362) the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

To secure the HD Anchor to formwork when using the HD lifting link (6362) the rotary head link (6367) and the HD Perfect head (6377)

Is screwed onto the adapter 6366 makes it possible to use the combi nailing plate (6520) and the adapter (6366) with the Universal head clutch (6102)

The identifi cation cap provides information on the installed HD Anchor The clip can also be used to secure potentially required reinforcement

Thread sizes MRd 12 ndash 64 12 ndash 52 load class 13 ndash 150

Sealing caps Sealing cap Rubber mould Retaining bolt S1

6359 6315 6513 6329 TPA-S1

Material Plastic Plastic Rubber Steel

Application

Used to seal and protect threads against dirt and other impurities

Used to seal and protect the anchor against dirt and other impurities Especially for decorative concrete Suitable for (6358) (6369) (6365) (6510)

Mould for making 10 mm thick concrete recess caps

Used to secure the steel nailing plate to the formwork

Thread sizes MRd 12 ndash 52 12 ndash 24 all load classes all load classes

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 5: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

5

DEHA HD Anchor accessories

HD Nailing plate plastic HD Nailing plate steel HD Nailing plate steel core + magnet

6358 6369 6365

Material Plastic Steel Steel

ApplicationTo secure the HD Anchor to formwork when using the HD link (6362)

the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

Thread sizes MRd 12 ndash 52

Combi nailing plate steel core + replacement ring

Combi nailing plate steel core + replacement ring

Optional for the HD Adapter 6366 HD Identification cap

6510 6520 6368 6363

Material Ring plastic Thread steel

Ring plastic Thread steel Steel Plastic

Application

To secure the HD Anchor to formwork when using the HD link (6362) the rotary head link (6367) the HD Perfect head (6377) and the adapter (6366) for the Universal head clutch (6102)

To secure the HD Anchor to formwork when using the HD lifting link (6362) the rotary head link (6367) and the HD Perfect head (6377)

Is screwed onto the adapter 6366 makes it possible to use the combi nailing plate (6520) and the adapter (6366) with the Universal head clutch (6102)

The identifi cation cap provides information on the installed HD Anchor The clip can also be used to secure potentially required reinforcement

Thread sizes MRd 12 ndash 64 12 ndash 52 load class 13 ndash 150

Sealing caps Sealing cap Rubber mould Retaining bolt S1

6359 6315 6513 6329 TPA-S1

Material Plastic Plastic Rubber Steel

Application

Used to seal and protect threads against dirt and other impurities

Used to seal and protect the anchor against dirt and other impurities Especially for decorative concrete Suitable for (6358) (6369) (6365) (6510)

Mould for making 10 mm thick concrete recess caps

Used to secure the steel nailing plate to the formwork

Thread sizes MRd 12 ndash 52 12 ndash 24 all load classes all load classes

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

System Overv iew

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

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HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 6: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

6

HD Anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-130 00001

25 6360-25-140 00040

25 6360-25-200 00002

40 6360-40-258 00003

50 6360-50-325 00004

75 6360-75-400 00005

100 6360-100-475 00006

125 6360-125-550 00007

150 6360-150-575 00008

250 6360-250-630 00041

Sock

et s

tain

less

ste

el A

4

13 6360-13-130 A4 00009

25 6360-25-200 A4 00010

40 6360-40-258 A4 00011

50 6360-50-325 A4 00012

75 6360-75-400 A4 00013

100 6360-100-475 A4 00014

125 6360-125-550 A4 00015

150 6360-150-575 A4 00016

HD Rod anchor

Load class

Article name

Order no0740140-

Sock

et z

inc-

plat

ed

13 6361-13-300 00001

25 6361-25-400 00002

40 6361-40-520 00003

50 6361-50-540 00004

75 6361-75-700 00005

100 6361-100-800 00006

125 6361-125-920 00007

150 6361-150-1100 00008

Sock

et s

tain

less

ste

el A

413 6361-13-300 A4 00009

25 6361-25-400 A4 00010

40 6361-40-520 A4 00011

50 6361-50-540 A4 00012

75 6361-75-700 A4 00013

100 6361-100-800 A4 00014

125 6361-125-920 A4 00015

150 6361-150-1100 A4 00016

HD Rod anchor offset

Load class

Article name

Order no0740220-

Sock

et z

inc-

plat

ed

50 6361G-50-540 00001

75 6361G-75-700 00002

100 6361G-100-800 00003

125 6361G-125-920 00004

150 6361G-150-1100 00005

HD Plain anchor

Load class

Article name

Order no0740190-

Zinc

-pla

ted

13 6376-13 00001

25 6376-25 00002

40 6376-40 00003

50 6376-50 00004

75 6376-75 00005

100 6376-100 00006

Sock

et s

tain

less

ste

el A

4

13 6376-13 A4 00007

25 6376-25 A4 00008

40 6376-40 A4 00009

50 6376-50 A4 00010

75 6376-75 A4 00011

100 6376-100 A4 00012

HD Short anchor

Load class

Article name

Order no0740130-

Sock

et z

inc-

plat

ed

13 6360-13-070 00017

25 6360-25-090 00018

40 6360-40-125 00019

50 6360-50-140 00020

75 6360-75-185 00038

Sock

etst

ainl

ess

stee

l A4

13 6360-13-070 A4 00021

25 6360-25-090 A4 00022

40 6360-40-125 A4 00023

50 6360-50-140 A4 00024

75 6360-75-185 A4 00039

HD Plate anchor

Loadclass

Article name

Order no0740180-

Zinc

-pla

ted

13 6370-13 00001

25 6370-25 00002

40 6370-40 00003

50 6370-50 00004

75 6370-75 00005

Stai

nles

s st

eel A

4 13 6370-13 A4 00006

25 6370-25 A4 00007

40 6370-40 A4 00008

50 6370-50 A4 00009

75 6370-75 A4 00010

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Anchors

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

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HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

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HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

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HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

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HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

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HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 7: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

7

HD Anchor accessories

Load-class

Sealing cap Sealing cap Sealing cap HD Assembly pin Flat seal rubber(yellow)

Tool for steel nailing plate

Articlename

Order no0741280-

Articlename

Order no0741120-

Articlename

Order no0741130

Articlename

Order no0741300-

Articlename

Order no0741330-

Article name

Order no0741350-

13 6313-12 00001 6359-12 00001 6315-12 00001

6330-Rd 12-30 00001

6334-Rd 12-16 00001 6337-

Rd 12-16 0000125 6313-16 00002 6359-16 00003 6315-16 00003

40 6313-20 00003 6359-20 00005 6315-20 00005 6334-Rd 20-24 00002

6337-Rd 20-52 00002

50 6313-24 00004 6359-24 00006 6315-24 00006

75 - - 6359-30 00007 6315-30 00007 6334-Rd 30-36 00003

100 - - 6359-36 00008 6315-36 00008 - -

125 - - 6359-42 00009 6315-42 00009 - -- -

150 - - 6359-52 00010 6315-52 00010 - -

HD Anchor accessories

Load-class

Plastic nailing plate Identification cap plastic

HD Nailing plate steel

HD Nailing plate magnetic

HD Nailing plate steel with thread-reduction

pre-assembled

Articlename

Order no0741040-

Articlename

Order no0741170-

Articlename

Order no0741190-

Articlename

Order no0741180-

Articlename

Order no0741190-

13 6358-12 00001 6363-12 00001 6369-12 00001 6365-12 00001 - -

25 6358-16 00003 6363-16 00002 6369-16 00002 6365-16 00002 6369-16 00102

40 6358-20 00005 6363-20 00003 6369-20 00003 6365-20 00003 6369-20 00103

50 6358-24 00006 6363-24 00004 6369-24 00004 6365-24 00004 6369-24 00104

75 6358-30 00007 6363-30 00005 6369-30 00005 6365-30 00005 6369-30 00105

100 6358-36 00008 6363-36 00006 6369-36 00006 6365-36 00006 - -

125 6358-42 00009 6363-42 00007 6369-42 00007 6365-42 00007 - -

150 6358-52 00010 6363-52 00008 6369-52 00008 6365-52 00008 - -

HD Anchor accessories

Load-class

Nailing platesteel core

Replacement ring for 6510

Nailing plate steel core

Replacement ring for 6520

Retaining bolt Mould for recess fillers

Articlename

Order no0741080-

Articlename

Order no0741090-

Articlename

Order no0741210-

Articlename

Order no0741230-

Articlename

Order no0073060-

Article name

Order no0741290-

13 6510-12 00101 6512-12 00001 6520-12 00101 6522-12 00001 S1-08 000016329-12-16 00001

25 6510-16 00103 6512-16 00003 6520-16 00103 6522-16 00003

S1-12 00002

40 6510-20 00105 6512-20 00005 6520-20 00105 6522-22 000056329-18-24 00002

50 6510-24 00106 6512-24 00006 6520-24 00106 6522-24 00006

75 6510-30 00107 6512-30 00007 6520-30 00107 6522-30 000076329-30-36 00003

100 6510-36 00108 6512-36 00008 6520-36 00108 6522-36 00008

125 6510-42 00109 6512-42 00009 6520-42 00109 6522-42 00009S1-16 00003 6329-42-52 00004

150 6510-52 00110 6512-52 00010 6520-52 00110 6522-52 00010

250 6510-64 00111 6512-64 00011

see also page 5 for more detailed information refer to the ldquoHA Technical Product Informationrdquo

h =10 mm h =10 mm h =20 mm h =20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Select ion Chart mdash Accessor ies and L i f t ing L inks

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

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HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

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HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

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HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

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HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 8: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

8

Colour Load class Thread MRd

red 13 12

light grey 25 16

green 40 20

blue 50 24

violet 75 30

orange 100 36

brown 125 42

black 150 52

green 250 64

Lifting links

Load-class

HD Link HD Perfect head HD Rotary head link HD Adapter Adapter Universal head clutch

Article name

Order no0742130-

Articlename

Order no0742170-

Articlename

Order no0742230-

Articlename

Order no0742140-

Articlename

Order no0742150-

Articlename

Order no0738010-

13 6362-12 00001 6377-12 00001 6367-12 00001 6366-12 00001 6368-12 00001 6102-1013 00001

25 6362-16 00002 6377-16 00002 6367-16 00002 6366-16 00002 6368-16 00002 6102-1525 00002

40 6362-20 00003 6377-20 00003 6367-20 00003 6366-20 00003 6368-20 000036102-3050 00003

50 6362-24 00004 6377-24 00004 6367-24 00004 6366-24 00004 6368-24 00004

75 6362-30 00005 6377-30 00005 6367-30 00005 6366-30 00005 6368-30 000056102-610 00004

100 6362-36 00006 6377-35 00006 6367-35 00006 6366-35 00006 6368-35 00006

125 6362-42 00007 6377-42 00007 6367-42 00007 6366-42 00007 6368-42 000076102-1220 00005

150 6362-52 00008 6377-52 00008 6367-52 00008 6366-52 00008 6368-52 00008

250 6367-64 00009

C EH

ALFE

N

HD

25

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Preparation and installing to the formwork

Fix the nailing plate to the formwork (the steel nailing plate is held in place with a retaining bolt)

Press the identification cap on to the sleeve The sleeve protection is in place on delivery

Turn the identification cap to the required position (depends on the position of subsequent reinforcement)

Steel nailing plates The sleeve protection cap is turned inwards while screwing the assembly onto the steel nailing plate (see cut-away below)

Steel nailing plate Use a retaining screw to fix the HD Anchor and the nailing plate to the formwork

The HD Anchor can now be screwed to the nailing plate (see cut-away detail below)

Colour codes load classes

The listed load classes only apply for the HD Transport

anchor system The colour codes for the DEHA Socket anchor system can be found in the current technical product information ldquoDEHA Socket anchorsldquo

L i f t ing L inks and Clutches mdash Appl icat ion Notes

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

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HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 9: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

9

Safety against failure

Steel failure of anchors = 30

Concrete failure = 25

Breakage of lifting link = 40

C E

HA

LFE

N

HD

P X

XX

X

2550

24

11

6360

-50

HD 24

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Incorrectly cast or damaged transport anchors for example damage caused by corrosion visible deformation etc must not be used for lifting

The installation and application instruc- tions must be kept readily available in the precast plant and on the construc-tion site The plant or site manager must ensure that the operator has read and understood the installation and application instructions for this system

Safety

Stainless steel transport anchor

Corrosion protection

Damaged anchors

Repeated use of a transport anchor is not permitted Multiple lifting within one transport-chain from production to final installation of an element is not regarded as repeated use and is therefore allowed Transport anchors for permanent use in crane ballast etc must be made of stainless steel in accordance with the approval regulation for stainless steel approval no Z-303-6

If the anchors are regularly exposed to frost and de-icing salt then the shaft must also be ordered in stainless steel

For safety reasons the installation and application

instructions for DEHA Lifting sys-tems must always be available at the place of use

Identification

All DEHA Lifting and hoisting equip-ment are clearly and visibly marked According to (VDIBV-BS Regulations) ldquosafety regulation for lifting anchors and systemsldquo identification marking of all lifting elements must remain clearly visible even after installation

on theidentification cap

on the sleeve

on the load label on the clutch

Identification

Article name example 6360 Load class example 50HD = anchor type Thread Rd example 24 Colour code for load class

example blue for 50 Manufacturer DEHA CE-certification

Safety regulations

The transport anchor system consists of the permanently cast-in transport anchor and the temporarily connected lifting equipmentThe basic principles for dimensioning and application of transport anchors can be found in the VDIBV-BS 6205 guidelines The methods in the guide-lines represent current technology

The regulations require the following safety factors

A safety factor of = 21 can be assumed for transport anchors installed in a continuous supervised factory environment

All transport anchors and systems are quality controlled in accordance with DIN EN ISO 9001

Quality control

Sealant to prevent corrosion when using the stainless steel sleeve

Type Thread type (RdM)Thread size Year of manufacture CE marking Load class

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

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also

to

copy

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016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 10: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

10 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The HD Transport anchor system should only be installed when the following technical specifications and requirements have been met

bull load capacitybull edge distancebull concrete grade strengthbull load directionbull additional reinforcement

Criteria for anchor selection Number of anchors Load capacity

Installation and application

Abbreviations

FZ = tension force on the anchor [kN]

FG = element weight [kN](according to DIN 1055-1 (062002) specific weight of = 25 kNm3)

Af = contact surface between the concrete and formwork [m2]

n = number of load-bearing anchors

z = spread angle factor

As a rule the tension-force Z in the anchor is calculated using the following formulae

Load case removing the formworkFZ = FG times z times n orFZ = (FG + qadh times Af) times z n

Load case transportFZ = FG times z times dyn n

Calculating the tension load

= formwork adhesion factor

dyn = dynamic factor

qadh = base value for formwork adhesion

Fadh = effective load caused by formwork adhesion [kN]

Maximum load capacities edge distances and installation values can be found in the respective tables Irrespective of the selected anchor-type (selected according to the load acting on the anchor) the following factors must be taken into account for calculation

bull weight of the precast elementbull number of anchorsbull anchor layoutbull number of load-bearing anchorsbull spread angle in the hoistbull anchor diagonal load propertiesbull dynamic loadsbull adhesion to the formwork

Ensure sufficient pitching reinforcement if slabs are cast in the horizontal and subsequently lifted upright without a tilting-table

The load capacity of the anchor depends onbull concrete compression strength fci at

time of lift (cube-test 15 times 15 times 15 cm)bull anchorage length of the anchorbull edge and axial anchor-spacing bull load directionbull reinforcement layout

The number of anchors determines the type of hoist that needs to be used A hoist with more than two cables is statically indeterminate if the anchors are aligned along a single axis Hoists with more than three cables are deemed statically indeterminate if measures are not taken to ensure the load is distributed amongst all anchors (for example with a spreader beam)

Insta l la t ion and Appl icat ion

Load directions

Definition of load directions

Axial loadThe lifting link acts in the

longitudinal direction of the cast-in lifting anchor

Diagonal loadThe lifting link acts at an angle

to the longitudinal direction directly in the element

Shear loadThe lifting link acts perpen-

dicular to the cast-in lifting anchor

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

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HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
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Page 11: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

11

Spread angle factor

Cable angle Spread angle Factor

z

0deg ndash 100

75deg 150deg 101

150deg 300deg 104

225deg 450deg 108

300deg 600deg 116

375deg 750deg 126

450deg 900deg 141

525deg 1050deg 164

600deg 1200deg 200

Dynamic-factors dyn

Lifting situation

Factorsdyn

Stationary craneSwing-boom craneRail crane

13

Lifting and moving on level terrain 25

Lifting and moving on uneven terrain ge 40

If other values from reliable tests or through proven experience are available for dyn then these may be used for calculation

FGT

FZa FZb

FG

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HD-SOCKET LIFTING SYSTEM

bull Spread angle

Load on the anchor mdash dead-weight

F Za = F G times b ( a + b )

F Zb = F G times a ( a + b )

Dead-weight of the element Volume times specific weight of the concrete

bull Dynamic loads

The effect of dynamic loading depends mainly on the lifting equipment between the crane and the load lifting head

Cables made of steel or synthetic fibre have a damping effect With increasing cable length the damping effect is increased

bull Non-symmetrical anchor layout

The load in each anchor is calculated using bar statics if the anchors are not installed symmetrically to the centre of gravity

Uneven loading of the anchor caused by non-symmetrical installed anchors in respect to the loadrsquos centre of gravity

Short chains have an unfavourable effect The forces acting on the lifting anchor are calculated taking the dynamic factor dyn into account

For other transport and lifting situations the coefficient dyn is defined through reliable tests or proven experience

The centre of gravity of the load will always stabilise verticality under the crane hook Load distribution in non-symmetrical installed anchors when using a spreader beam is calculated as follows

Increase factors

Insta l la t ion and Appl icat ion

30deg=

45deg

60deg

90degβ

F

FZ

= 0

5

FZ

= 0

5 = 0

52

= 0

54

=054

= 0

58

= 058

= 07

= 07

= 10

= 10

= 052

FGT

120deg

not allowed G

GG

G

G

GG

G

GG

G

G

G

This spread angle is not permitted for cable spread

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 12: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

12

Adhesion to the formwork

Lubricated steel formwork qadh ge 1 kNm2

Varnished timber formwork qadh ge 2 kNm2

Untreated formwork qadh ge 3 kNm2

Increased adhesion to the formwork

- panel = 2

Ribbed panel = 3

Waffled panel = 4

A

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Fadh = qadh times Af

Surface of the cast slab attached to the formwork before lifting

Loads on the anchor ndash formwork adhesion

spreader beam

Substantial load increase can also be encountered when components are lifted parallel or near parallel to parts of the formwork This applies to ribbed slabs and coffered ceiling slabs and can also apply to vertically cast columns and slabs

Adhesion to the formwork should be minimised before lifting by removing as many parts of the formwork as possible

Use a wedge to carefully prise difficult to remove formwork from hardened concrete

Adhesion

Depending on the material used for the formwork the adhesion between the formwork and concrete can vary

The following table can be used as a reference

The adhesion value (Fadh) for the form-work is calculated with the following equation

Increased adhesion must be assummed for - panel and coffered ceilings slabs

A multiple of the dead weight is used to simplify calculation

bull Adhesion forces bull Increased adhesion bull Striking the formwork

Note To avoid precast elements hanging at a slant when being moved the hook in the spreader beam should be directly above the centre of gravity If lifting elements without a spreader beam then the transport anchors should be installed symmetrically to the centre of gravity

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

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Fax +49 - 2173 - 970 225

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CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

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bH G

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  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 13: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

13

ge ez2

ge ez2

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

ge ez2

ge ez2

ge ez

ge ez

ge ez

2x er

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HD-SOCKET LIFTING SYSTEM

Design Cons iderat ions

Tensile loads at the anchors

Axial load β 0deg to 10deg

The shear reinforcement can be omitted when using a tilting table and a load angle of lt 15deg

Tilting α 90degDiagonal load β 10deg to 60deg

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

Not recommended

for angles gt 45deg

pulleys

Static systems

Positioning of anchors in walls

α

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 14: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

14

120deg

FZ

FZ

FZFtotal

FZ

FZ

Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZFZ

FZ

FZ Ftotal

FZ

FZ

FZ

FZ

Ftotal

FZ

FZ

Ftotal

FGT FGT FGT

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Calculation mdash Static systems

A perfect static weight distribution canbe achieved using a spreader-beam which avoids diagonal load

In general a beam with more than two suspension points or a panel with more than three suspension points is classed as a statically indeterminate system even if the anchors are arranged symmetrically to the load centre Because of unavoidable tolerances in suspension systems and in the position of anchors it should never be assumed that a load is distributed equally among all anchors

Using three anchors ensure a static determinate system

With four independent cable runs or two single diagonal cables only two anchors can be assumed to be load-bearing

The system with compensating rig makes it possible to distribute the load evenly over 4 anchors

A perfect static weight distribution is achieved by using a spreader-beam and two symmetrical pairs of anchors

As the anchors are arranged asym-metrically only two anchors can be assumed to be load-bearing

Assumed number of load-bearing anchors n = 3

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Anchor layout in slabsUsing tolerance-compensating suspension systems allow exact load distribution (eg articulated lifting beam combinations multiple slings with compensating rig etc) This type of system should only be used by experienced personnel also bear in mind that this system must be used both in the precast factory and on siteIf in doubt assume only two anchors

are load-bearing (BGR 500 Ch 28 Point 353) The use of two anchors is recommended for beams and upright panels installed symmetrically to the load centre In both instances it can be assumed that the two anchors will be subjected to equal loads

Examples

Assumed number of load-bearing anchors n = 2

Assumed number of load-bearing anchors n = 4

Assumed number of load-bearing anchors n = 4

15

HD

20

d1

Rd

max

25

(35

) mm

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 15: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

15

HD

20

d1

Rd

max

25

(35

) mm

l

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion and Appl icat ion

Installation and application mdash Static systems

Transverse reinforcement is required on both sides of the anchor when lifting slabs upright removing slabs from tilting tables at angles lt 80deg or if transported slanted at angles less than 70deg

Single side transverse reinforcement can be installed to ensure transverse loads only act to the one side

Edge reinforcementEdge reinforcement is normally pre-sent in the slabs Edge reinforcement is only required for the HD Anchor load capacities in higher load classes(rarr see also details on reinforcement in the tables on pages 22ndash32)

Standard reinforcement

Transverse stress reinforcementDiagonal load reinforcement

Generally the main reinforcement con-sists of mesh reinforcement installed close to the surface on both sides of the slab Optionally a single layer of reinforcement can be installed centri-cally in slabs le 80 mm thick

No reinforcement for diagonal load is required for up to 10deg axial load in all directions

The diagonal reinforcement can be omitted with diagonal loads between 10deg and 30deg and increased element thickness (edge spacing ge e1)

Load capacity for diagonal loads is substantially reduced for anchors if the additional reinforcement is installed too deep in the concrete

The reinforcement needs to be placed as close as possible to the top of the socket to achieve the load capacities listed in the tables

The diagonal reinforcement can be replaced with transverse reinforce-ment positioned on both sides of the anchor

Diagonal load reinforcement is always required for diagonal loads between 30deg and 45deg

Reinforcement recommendationsTo ensure correct load distribution and to prevent concrete failure differ-ent types of additional reinforcement must be installed This reinforcement is not scope of delivery and must be supplied in the precast plant

nailing plate

applies for 20 mm nailing plate

identification cap

additional reinforcement

maximal possible position for 100 load capacity

16

le45deg

le45deg

le 90deg

90deg

HD

CE

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HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

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HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

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HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 16: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

16

le45deg

le45deg

le 90deg

90deg

HD

CE

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Only use the HD Lifting link and the HD Perfect lifting head for lifting For safety reasons using other lifting equipment for example cable-loops is not permitted

Using L i f t ing L inks

Using Lifting links

General information mdash pitching with HD Anchors

incorrect

incorrectincorrect

Always use a spreader beam when using the HD Lifting link 6362 or HD Perfect lifting head 6377 to pitch a concrete panel Pitching under diagonal load with HD Anchors and HD Lifting links 6362 or 6377 is not permitted

Alternatively if a spreader beam is not available it is possible to use the rotary head lifting link 6367 or the HD Adapter no 6366 in combination with the universal head link no 6102

Universal head clutch

Rotary head 6367

HD Adapter HD Anchor

HD Anchor

MaintenanceThe contractor is responsible for en-suring that suitably trained personnel check the HD Lifting links before each application and that any damage found is repairedThe contractor is also responsible for ensuring that the HD Lifting links are checked by an expert at least once a year Using damaged HD Lifting links is very dangerous and is not permitted

The following illustrations show correct and incorrect usage

The recess in the concrete made by the nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is subjected to diago-nal or shear loads

Optimum load distribution is only possible if the direction of load is as shown below If required the HD Lift-ing link can be loosened by a maxi-mum of 90degafter being fully tightened

LabellingThe HD Lifting links are marked with the name of the manufacturer the type of link the year of manufacture the thread size and the load range

ApplicationThe HD Lifting link is a manually-operated connectionAll applicable accident prevention and health and safety regulations must be observed

correct

correct

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

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HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 17: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

17

Colour code identification cap

Load class Colour

13 red

25 light grey

40 green

50 blue

75 violet

100 orange

125 brown

150 black

250 green

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Installation of the HD Lifting System

HD Anchors are delivered ready for use with a colour coded thread protector ready inserted The HD Lifting link and the HD Anchors make up the HD Lift-ing system

Fig 3 By turning the HD Anchor the thread protection plug is simultane-ously screwed down into the threaded socket There should be no air gap between the nailing plate and the anchor socket The identification cap which is now clamped between the anchor and the nailing plate must be rotated to the correct position (the position depends on the diagonal load reinforcement)

Fig 1 Nailing plates are either nailed to the formwork or screwed in place using HALFEN Assembly pins through a hole in the formwork (see page 21) The HD Magnetic plate is recommend-ed for use in steel formworkWe recommend coating the nailing plate with formwork lubricant

Fig 2 Before installing the HD Anchor the identification cap must be placed on the thread on the nailing plate The HD Anchor with the inserted thread protection plug is then placed over the hexagonal stud of the nailing plate

Fig 4 After the concrete has hard-ened the nailing plate needs to be removed To protect the thread ensure the thread protection plug has rotated back to the top of the socket

thread protectoridentification cap

Identification caps and thread protectors are not available for

load class 250 Identification here is visible when cast in the concrete The nailing plate article no 6510 can be used for this load class

Nailing plates are used to fix the HD Anchors to the formwork The nailing plates are colour coded according to the load class and are available in plas-tic or steel for load class 13 to 150

Upper surface sleeve =Upper surface thread protection

thread protection

Fig 3

Fig 2

Fig 1

Fig 4

Identification caps are packed separately These must be fitted

to the appropriate HD Anchor which has the same identification colour The integrated thread protection remains in the HD Anchor perma-nently (Fig 4)

The anchors must be adequately fastened to the reinforcement to pre-vent them moving during concreting

Using formwork wax on the nailing

plate makes them easier to remove

We recommend filling up the hexago-

nal recess of the thread protection

plug with formwork wax or lubricant

after each use particularly during

winter This prevents water getting

into the hexagonal recess which

may freeze and block the connection

between the thread of the lifting link

and the socket protection system

It is recommended to fill the entire

nailing plate recess with formwork

wax This will make it easier to

remove any ice which may form

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

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HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 18: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

18 copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

Assembly pins are used in staircase formwork where protruding screws or bolts may present a hazard and are therefore not suitable The assembly pin provides a safe and easy connec-tion of HD Anchors to the formwork Assembly pins can be used with nailing plates for load classes from 13 to 75

Fig 5 The assembly pin is screwed in the steel nailing plate then the sealing plate is placed over the assembly pin

The thread of the assembly pin breaks off in the nailing plate and can be removed later

Installing the HD Anchor using the assembly pin and steel nailing plate

Fig 7 For simple removal of the form-work the assembly pin has a design break-off point This leaves the end of the pin in the steel nailing plate when striking the formwork The pin end can be removed with a Phillips screwdriver the steel nailing plate is reusable

Fig 6 The assembly pin is first screwed into the HD Anchor with the sealing plate held in place by the pin and then pressed through a pre-drilled 8 mm diameter hole in the formwork The assembly pin can be used in both timber and steel formwork We recom-mend using the assembly pin only with self compacting concrete

Fig 6

Fig 7

Fig 5

The same assembly pin is used for all applications

The inner thread of M10 and M12 nailing plates are reduced with a pre-fitted thread reducer See notes on top right of page 7 for information on how to order nailing plates with pre-fitted thread reducers

The seal between the steel nailing plate and the form-

work prevents concrete from seep-ing into and blocking the holes in the nailing plate

The sealing plate lip is in-stalled towards the formwork

to seal the underneath of the nail-ing plate

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

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CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

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  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 19: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

19

HD Anchor mdash Dimensions

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

Thread diameter

Sleeve-diameter Length Screw depth

Socketzinc-plated

Socketstainless steel A4

Rd d1[mm]

l[mm]

e[mm]

13 6360- 13-130 00001 6360- 13-130 A4 00009 12 17 (155) 130 31

25 6360- 25-140 00040 ndash ndash 16 22 (21) 140 36

25 6360- 25-200 00002 6360- 25-200 A4 00010 16 22 (21) 200 36

40 6360- 40-258 00003 6360- 40-258 A4 00011 20 27 (26) 258 42

50 6360- 50-325 00004 6360- 50-325 A4 00012 24 32 325 48

75 6360- 75-400 00005 6360- 75-400 A4 00013 30 39 400 58

100 6360-100-475 00006 6360-100-475 A4 00014 36 47 475 66

125 6360-125-550 00007 6360-125-550 A4 00015 42 55 550 75

150 6360-150-575 00008 6360-150-575 A4 00016 52 68 575 89

250 6360-250-630 00041 ndash ndash 64 83 630 98

Smaller sockets in S460 grade steel are available for sleeve diameters in S355 grade specified above (see value in brackets) Delivery subject to confirmation Lifted with the rotary head link 6367-64

Rd

d1

e

l

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Dimens ions

HD Anchors mdash Dimensions

The value given for the concrete compressive strength in the table is for normal concrete as defined in EC2

Please see the reinforcement drawing and the corresponding load class tables for additional required reinforcement all additional reinforcement must be supplied by others and is not included in delivery

We recommend using anchors with stainless steel sockets in external stair elements especially when installed in the upperside of the element if necessary with stainless steel heads (non-standard type)

Ordering example

Product groupLoad rangeAnchor length [mm]Material

Application

For transporting reinforced concrete elements of various sizes Load classes 13 ndash 250

Scope of delivery The identification cap is included in delivery up to load class 150 (not available for load class 250)

6360 - 25 - 200 A4

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

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HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

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HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

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Gm

bH G

erm

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  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 20: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

20

Allowable load capacity for HD Anchors

Loadclass

Articlename Rd

Minimum element thickness

2 times er [mm]

Anchor layout

Allowable load capacity [kN] with concrete strength fci

15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

e1 [mm]

ez min[mm]

axial load and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

axial load and diagonal load

up to 45deg

shear load90deg

13 6360-13-130 12

80

100 420

130 104 59

130 75 130 75100 130 105 75

120 130 105 75

25

6360-25-140 16

100

115 450

135 108 68 174 88 206 104

120 155 124 99 200 127 237 140

140 174 139 116 224 140 250 140

6360-25-200 16

80

115 640

187 150 42 241 54

250

64

100 227 182 68250

88 104

120 250 189 99 127 140

40 6360-40-258 20

80

140 800

240 216 41 310 53 366 63

100 298 269 69 385 89

400

105

120 331 298 89

400

115 136

140 360 318 129 166 196

160 390 318 175 226 230

50 6360-50-325 24

100

150 1000

334 334 93 431 120

500

142

120 400 400 131

500

169 200

140 456 421 147 190 225

160 490 421 200 258 280

75 6360-75-400 30

140

190 1230

560 560 181 723 234

750

277

160 668 668 242

750

312 369

180 718 677 311 401 425

200 750 677 391 425 425

100 6360-100-475 36

160

200 1460

787 787 240

1000

309

1000

365

180 907 907 305 394 466

200 983 926 381 491 570

220 1000 926 462 570 570

125 6360-125-550 42

180

215 1690

1116 1116 332

1250

428

1250

506

200 1250 1202 401 517 611

220 1250 1202 484 624 710

240 1250 1202 579 710 710

150 6360-150-575 52

180

240 1760

1141 1141 292 1474 377

1500

446

200 1268 1268 362

1500

467 552

220 1395 1395 443 572 667

240 1500 1448 530 685 810

280 1500 1448 725 855 855

250 6360-250-630 64

240

300 1890

1670 1336 510 2155 655

2500

776

300 1867 1493 850

2500

1095 1297

350 2016 1613 1145 1607 1724

400 2155 1724 1368 1625 1750

500 2410 1928 1565 1625 1750

ez = min anchor spacing ez2 = min edge distance fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Anchor mdash Load Capac i t ies

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

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116

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016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 21: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

21copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Axial load up to 10deg

diagonal load 10deg to 30deg

diagonal load 30deg to 45deg

main

reinforcement

diagonal reinforcement stirrup

edge

reinforcement

ls1 = elongated lengthds1

d br

Load capacity

HD Anchor mdash Load Capac i t ies

bull 100 load capacity according to table on rarr page 20 diagonal reinforcement is not required if er ge e1 (table page 20)

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is required

bull 100 load capacity according to table on rarr page 20

bull diagonal reinforcement is always required

bull approximately 80 loadable in 15 Nmmsup2 100 loadable from 25 Nmmsup2 according to the table rarr page 20

bull shear reinforcement installed on both sides of the anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

The bending roll diameter according to EC2 may be disregarded

Diagonal reinforcement must be installed with direct contact to the socket

Information on reinforcement see following page

Always install diagonal rebar opposite the direction of the load

i

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

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116

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016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 22: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

22

Reinforcement mdash HD Anchors

Load class

Articlename Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required addditional reinforcement [mm]

axial load 10deg []

diagonal loadup to 30deg []

diagonal loadup to 45deg []

shear load90deg []

2 times er[mm] [mm2m]

edgereinforce-

mentds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6360- 13-130 12

80

188 ndash Oslash 8 850 30 Oslash 8 1000 30 Oslash 8 550

33

15100 43

120 53

25

6360- 25-140 16

100

188 ndash Oslash 10 1200 30 Oslash 10 1400 30 Oslash 12 750

47

20120 57

140 67

6360- 25-200 16

80

188 ndash Oslash 8 1000 30 Oslash 10 1200 30 Oslash 12 750

37

20100 47

120 57

40 6360- 40-258 20

80

188 ndash Oslash 10 1200 40 Oslash 12 1750 40 Oslash 16 910

42

25

100 52

120 62

140 72

160 82

50 6360- 50-325 24

100

188 ndash Oslash 12 1750 40 Oslash 14 2000 40 Oslash 16 1080

56

25120 66

140 76

160 86

75 6360-75-400 30

140

188 2 Oslash 12 Oslash 14 1750 50 Oslash 16 2000 50 Oslash 20 1300

84

30160 94

180 104

200 114

100 6360-100-475 36

160

188 2 Oslash 14 Oslash 16 2000 50 Oslash 20 2050 60 Oslash 20 1690

98

30180 108

200 118

220 128

125 6360-125-550 42

180

188 2 Oslash 14 Oslash 20 2050 60 Oslash 20 2200 60 Oslash 25 1650

117

40200 127

220 137

240 147

150 6360-150-575 52

180

188 2 Oslash 14 Oslash 20 2200 80 Oslash 25 2200 80 Oslash 25 1940

123

40

200 133

220 143

240 153

280 173

250 6360-250-630 64

240

188 2 Oslash 16 Oslash 25 2200 100 2 Oslash 25 2200 100 2 Oslash 25 2200

174

40

300 204

350 229

400 254

500 304

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD-Anchor mdash Re inforcement

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

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CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

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  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 23: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

23

e re r

ez2

FQ

le 25 mm

h

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Shear load at 90deg

main reinforcement

additional shear reinforcement

2nd reinforcement layer if required

1st reinforcement layer

dBr

ds2 h2le 90deg

r1

Additional shear reinforcement

The height for the reinforcement depends on the installation depth for the socket and not on the required concrete cover

ls2 = elongated length

The shear reinforcement on both sides also serves as diagonal load reinforcement Additional diagonal load reinforcement is not required

The additional shear reinforcement must be installed with full contact to the anchor

bull tilting 90deg (horizontal to vertical) bull load capacity rarr see table on page 20

HD-Anchor mdash Re inforcement

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 24: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

24

Load capacity mdash HD Short anchor

Load class

Articlename

Anchor layout

Increased slab thickness

Load capacity [kN]at concrete compression strength fcifor axial and shear load up to 45deg

Minimal slab thickness

Load capacity [kN]at concrete compression strength fci foraxial load and diagonal load up to 45deg

er[mm]

ez min[mm] B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2 B [mm] 15 Nmm2 25 Nmm2 35 Nmmsup2

13 6360-13-070 140 210 115 130 130 130 115 130 130 130

25 6360-25-090 180 270 160 195 250 250 125 165 213 250

40 6360-40-125 250 375 220 312 400 400 160 253 326 386

50 6360-50-140 280 420 275 393 500 500 175 291 375 444

75 6360-75-185 370 560 360 594 750 750 240 449 579 685er = edge distance (er applies to axial load for diagonal load see reinforcement) ez = axial spacingThe values for intermediate slab thicknesses may be interpolated fci = cube concrete strength at time of lifting

Dimensions and reinforcement mdash HD Short anchor

Load class

Articlename

Order no 0740130-

Articlename

Order no 0740130-

DimensionsHD Short anchors

Main reinforcement

meshboth sides

Required additional reinforcement for shear load up to 45deg

zinc- plated stainless steel A4

ls1 [mm]

Rd d1 l

[mm]e

[mm] mm2m ds115

Nmm225

Nmm235

Nmm2 dbr

13 6360-13-070 00017 6360-13-070 A4 00021 12 17 (155) 70 31 188 10 800 700 600 30

25 6360-25-090 00018 6360-25-090 A4 00022 16 22 (21) 90 36 188 12 900 860 750 30

40 6360-40-125 00019 6360-40-125 A4 00023 20 27 (26) 125 42 188 14 1020 860 750 40

50 6360-50-140 00020 6360-50-140 A4 00024 24 32 140 48 188 14 1650 1400 1200 40

75 6360-75-185 00038 6360-75-185 A4 00039 30 39 185 58 188 16 2000 1600 1400 50 Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation Elongated lengthDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement

l

e

d1

Rd

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HD-SOCKET LIFTING SYSTEM

HD Short Anchors

Allowable load capacities dimensions and reinforcement for HD Short anchors

Application For lifting slab-type elements floor slabs and similar Load classes 13 ndash 75

See reinforcement drawings and the load class tables for required additional reinforcement must be provided on site The value for the concrete compressive strength is for normal concrete accord-ing to DIN EN 206 resp DIN 1045-1

Diagonal load reinforcement is not required if the axial load does not devi-ate more than 10deg from the vertical

No diagonal load stirrup axial load up to 10deg

With diagonal load stirrup diagonal load up to 45deg

main reinforcementmesh reinforcement bent or similar steel reinforcement

B

ls1 = elongated length

10deg

d s1

d br diagonal load stirrup

B

er

er

Not suitable for lifting wall elements Not suitable for shear loads in walls

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

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HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

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HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

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HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

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HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

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HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

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HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

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HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

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HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

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HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 25: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

25

Dimensions mdash HD Rod anchor

Load class

Articlename socket

zinc-plated

Order no 0740140-

Articlename socket

stainless steel A4

Order no 0740140-

Thread diameter

Rd

Socket diameter

d1 [mm]

Length

l [mm]

Screw depth

e [mm]

13 6361-13-0300 00001 6361-13-0300 A4 00009 12 17 (155) 300 31

25 6361-25-0400 00002 6361-25-0400 A4 00010 16 22 (21) 400 36

40 6361-40-0520 00003 6361-40-0520 A4 00011 20 27 (26) 520 42

50 6361-50-0540 00004 6361-50-0540 A4 00012 24 32 540 48

75 6361-75-0700 00005 6361-75-0700 A4 00013 30 39 700 58

100 6361-100-0800 00006 6361-100-0800 A4 00014 36 47 800 66

125 6361-125-0920 00007 6361-125-0920 A4 00015 42 55 920 75

150 6361-150-1100 00008 6361-150-1100 A4 00016 52 68 1100 89

Smaller diameter sockets are available in S460 for selected sleeve diameter in S355 (see values in brackets) Delivery is subject to confirmation

l

e

Rd

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Ordering example

6361 - 25 - 0400 A4

Product group

Load class

Anchor length [mm]

Material

HD Rod Anchor mdash Dimens ions

ApplicationUsed in minimal thickness precast concrete elements eg prefabricated garages transformer substations utility and modular structures

Load classes 13 ndash 150

Scope of delivery The identification cap is included in delivery

Dimensions mdash HD Rod anchor

See reinforcement drawings and the load class tables on the following pages for required additional reinforcement

The value for the concrete strength fci is for normal concrete according to DIN EN 206 resp DIN 1045-1

additional reinforcement must be provided on-site

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 26: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

26

Load capacities mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Anchor layout Load capacity [kN] with concrete strength fcie1

with fci = ez

min15 Nmm2 for 25 Nmm2 for 35 Nmm2 for

2 times er[mm]

15 [Nmm2]

25 [Nmm2]

or higher

axial and diagonal load

up to 30deg

diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

axial and diagonal load

up to 45deg

shear load

90deg

13 6361-13-0300 1260

100 85 620 130 10535

13045

13053

80 59 75 75100 75 75 75

25 6361-25-0400 1680

115 100 820 250 18942

25054

25063

100 68 88 104120 99 127 140

40 6361-40-0520 20

80

140 120 980

328 295 41

400

53

400

63100 358 318 69 89 105120 382 318 89 115 136140 400 318 129 166 196160 400 318 175 225 230

50 6361-50-0540 24

100

150 125 1100

409 409 93

500

120

500

142120 442 421 131 169 200140 471 421 147 190 225160 500 421 200 258 280

75 6361-75-0700 30

120

190 160 1420

661 661 129

750

167

750

197140 701 677 181 234 277160 750 677 244 312 369180 750 677 311 401 425

100 6361-100-0800 36

140

200 170 1620 1000 926

182

1000

234

1000

277160 240 309 365180 305 394 466200 381 491 570

125 6361-125-0920 42

140

215 185 1870 1250 1202

202

1250

261

1250

309160 263 339 401180 332 428 506200 401 517 612

150 6361-150-1100 52

160

240 205 2230 1500 1448

226

1500

292

1500

345180 292 377 446200 362 467 552220 443 572 677240 530 685 810

ez2 = min edge distance ez = min anchor spacing fci = cube concrete strength at time of lifting

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Load Capac i t ies

Axial load up to 10deg

Diagonal load 10deg to 30deg

Diagonal load 30deg to 45deg

ds1

d br

main reinforcement

diagonal reinforcement stirrup

edge reinforcement

ls1 = elongated length

bull 100 load capacity (see table above)bull diagonal reinforcement is not required if er ge e1

(see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

bull no diagonal reinforcement is requiredbull 100 load capacity (see table above)

bull diagonal reinforcement is always requiredbull approximately 80 loadable in 15 Nmmsup2

100 loadable from 25 Nmmsup2 (see table above)bull shear reinforcement installed on both sides of the

anchor can be used instead of diagonal reinforcement

Lifting loads resulting from cable spread within this (angle) range is not permitted

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 27: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

27

Reinforcement mdash HD Rod anchor

Load class

Articlename

Rd

Minimum element thickness

Main reinforcement

mesh both sides

Required additional reinforcement [mm]

axial loadup to 10deg

[]

diagonal loadup to 30deg

diagonal loadup to 45deg

shear load90deg

2 times er[mm] [mm2m] edge-

reinforcement ds1 ls1 dbr ds1 ls1 dbr ds2 ls2 h2 r1

13 6361-13-0300 1260

188 ndash Oslash 8 860 30 Oslash8 1000 30 8 55023

1580 33100 43

25 6361-25-0400 1680

188 ndash Oslash 8 1000 30 Oslash10 1200 30 12 75037

20100 47120 57

40 6361-40-0520 20

80

188 2 Oslash 12 Oslash 10 1200 40 Oslash12 1750 40 16 910

42

25100 52120 62140 72160 82

50 6361-50-0540 24

100

188 2 Oslash 12 Oslash 12 1750 40 Oslash14 2000 40 16 1080

56

25120 66140 76160 86

75 6361-75-0700 30

120

188 2 Oslash 14 Oslash 14 1750 50 Oslash16 2000 50 20 1300

74

30140 84160 94180 104

100 6361-100-0800 36

140

188 2 Oslash 14 Oslash 16 2000 50 Oslash20 2050 60 20 1690

88

30160 98180 108200 118

125 6361-125-0920 42

140

188 2 Oslash 14 Oslash 20 2050 60 Oslash20 2200 60 25 1650

97

40160 107180 117200 127

150 6361-150-1100 52

160

188 2 Oslash 14 Oslash 20 2200 80 Oslash25 2200 80 25 1940

113

40180 123200 133220 143240 153

This reinforcement applies for 15 Nmmsup2 concrete compression grade shorter stirrups may be feasible for higher compression grades

elongated length with cmin = 20 mm bent mesh reinforcement or equivalent rebar reinforcement

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

additional reinforcement must be provided on-site

dBr

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rod Anchor mdash Re inforcement

The shear reinforcement on both sides also serves as diagonal load reinforce-ment Additional diagonal load reinforce-ment is not required The additional shear reinforcement must be installed with full contact to the threaded socket

Shear load with 90deg

main reinforcement

e re r

ez2

shear reinforcement

ls2 = elongated length

2nd reinforcement layer

1st reinforcement layer

r1

d s2

h 2le 90deg

FQ

bull tilting 90deg (horizontal to vertical)bull load capacity rarr see table on page 26

Shear reinforcement

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

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HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

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HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 28: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

28

Dimensions mdash offset HD Rod anchor

Load class Article name

Order no

0740220-Rd

l

[mm]

l1

[mm]

h

[mm]

Loadcapacity

[kN]

50 6361G - 50-0800 00001 24 800 135 150 500

75 6361G - 75-0960 00002 30 960 165 150 750

100 6361G - 100-1060 00003 36 1060 180 150 1000

125 6361G -125 -1180 00004 42 1180 210 150 1250

150 6361G-150 -1360 00005 52 1360 230 150 1500

for ge 30 Nmm2 for axial and diagonal load le 10deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Offset HD Rod Anchor and Addi t ional Re inforcement

HD Stabanker gekroumlpft

l 1

h 1

l

Rd

2 times er

2 times er

hApplication The offset spherical head lifting anchor differs from the normal spherical head lifting anchor only by its cranked shape This unique shape permits the use of this anchor for sandwich panels The thickness of the load panel is increased around the anchor

Dimensions mdash offset HD Rod anchor

Reinforcement mdash offset HD Rod anchors

HD Rod anchoroffset

Please enquire for minimum order quantity and delivery times for other offset require-ments (h)

The offset HD Anchor must be completely enveloped

in concrete The thickness in the load-bearing layer needs to be increased around the HD Anchor The concrete cover on all sides of the anchor must be at least 25 cm

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement(only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 29: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

29

Offset HD Rod anchor mdash element

Load class

Article name

Minimum element thicknessnot allowing for anchor 2 times er

[mm]

min h1

[mm]

min b1

[mm]

min ez2[mm]

50 6361G - 50 - 0800 100 615 350 550

75 6361G - 75 - 0960 120 675 350 720

100 6361G - 100 - 1060 140 705 350 810

125 6361G - 125 - 1180 140 750 450 940

150 6361G - 150 - 1360 160 780 450 1120

Offset HD Rod anchor mdash reinforcement

Load class

Article name

Main reinforcement mesh

[mm2m]

Edge reinforcement

Stirrup reinforcement

Anchor reinforcement

U-bar

number empty [mm] number empty [mm] empty [mm] length [mm] number empty [mm] leg length [mm]

50 6361G - 50 - 0800 2 times 188 2 10 2 8 16 1300 4 8 1300

75 6361G - 75 - 0960 2 times 188 2 12 2 8 20 1300 4 10 1450

100 6361G - 100 - 1060 2 times 188 2 12 2 10 20 1700 4 10 1600

125 6361G - 125 - 1180 2 times 188 2 12 2 10 25 1800 4 10 1800

150 6361G - 150 - 1360 2 times 188 2 12 2 10 25 1940 4 10 2050

min b1

min

h1

50

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Always use a spreader beam for pitching lifting and transporting Using a chain hoist for lifting elements with HD Anchors is not recommended

Always use a tilting table for lifting elements upright

min b1

h

Offset HD Rod Anchor and Addi t ional Re inforcement

Reinforcement

u-bar

edge reinforcement

stirrup

additional reinforcement (only required for face-up production)

Diagonal load reinforcement and transverse stress reinforcement must be installed with direct contact to the socket For this application it is irrelevant if the minimal bending roll diameter is below requirement

reinforcement must be provided on-site

Lifting loads resulting from cable spread within this (angle) range is not permitted

Angle range from 10deg Only permitted with 6367 Rotary head lifting link

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 30: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

30

Dimensions and reinforcement mdash HD Plate anchor

Load class

Articlename

zinc coated

Order no

0740180-

DimensionsHD Plate anchor

Main reinforcement mesh both

sides

Required additional reinforcement

axial and diagonal loadadditional reinforcement

diagonal load diagonal load stirrup

Rdl

[mm]c

[mm]f

[mm]e

[mm] [mm2m]ds2

[mm]ls2

[mm]ls3 [mm]

h [mm]

ds1[mm]

ls1 [mm]

dbr[mm]

13 6370-13 00001 12 46 50 50 31 188 4 Oslash 8 60 425 40 10 750 30

25 6370-25 00002 16 54 60 80 36 188 4 Oslash10 90 640 50 12 1250 30

40 6370-40 00003 20 72 80 100 42 188 4 Oslash12 110 830 55 12 1400 40

50 6370-50 00004 24 84 100 130 48 188 4 Oslash16 140 1140 60 16 1500 40

75 6370-75 00005 30 98 130 130 58 257 4 Oslash16 140 1250 60 16 1750 50

elongated length mesh reinforcement bent or similar steel-rod reinforcement For concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengths Diagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

Load capacity mdash HD Plate anchor

Load class

Articlename

Minimum element thickness

B[mm]

Anchor position Load capacity [kN] with concrete compressive strength fci 15 Nmm2

ez2[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

13 6370-13 100 250 500 130 130

25 6370-25 115 400 800 250 250

40 6370-40 150 500 1000 400 400

50 6370-50 160 650 1300 500 500

75 6370-75 200 650 1300 750 750

ez2 = edge spacing ez = axial spacing fci = cube concrete strength at time of lifting

l

eRd

c times f

ez2

B

ez2

10deg

B

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

Application

HD Plate anchors are designed for lifting large thin-walled precast concrete ele-ments which are lifted perpendicular to their main surface (slabs and shells) Also available in stainless steel

Load capacities dimensions and reinforcement for HD Plate anchors

With diagonal reinforcement diagonal load up to 45deg No diagonal reinforcement axial load up to 10deg

ls1 = elongated lengthd s1

d br

hanger reinforcement bar

30deg

ls3elongated length

h

ls2

d s2

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 31: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

31

Bmin

ez

er

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Plate Anchor

HD Plate anchor mdash Calculation and installation

Slab thickness

With diagonal load because of the assumed bond stress the slab thickness must not exceed 25 cm

Observe the minimum slab thickness and reinforcement

Installation no restraint reinforcementAdditional reinforcement is placed and fixed on top of the bottom plate of the HD Plate anchor

The rebars used as restraint reinforce-ment must be installed in two layers at right angle with full contact to the foot-plate and as close as possible to the socket the bottom layer must be installed parallel to the short sides of the plate

Standard reinforcement is installed

Verification Subject to slab calculation for the load case ldquoliftingrdquo and required bending reinforcement at the anchors

With restraint reinforcementRestraint reinforcement is required in addition to the main reinforcement and the installed crossed additional reinforcement if the HD Plate anchor is subjected to more than 10deg of diagonal load

The restraint reinforcement is installed opposite to the direction of the load

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 32: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

32

Allowable load capacity mdash HD Plain anchor

Load class

Articlename

Minimumelement thickness

Anchor layout Load capacity [kN] for concrete strength fci15 Nmm2 fuumlr 25 Nmm2 fuumlr 35 Nmm2 fuumlr

2 x er[mm]

er min[mm]

ez min[mm]

axial load up to 10deg

diagonal load up to 45deg

axial load and diagonal load up to 45deg

axial load and diagonal load up to 45deg

13 6376 - 13  80 40  500  130 105  130  13025 6376 - 25 100 50  600  250 200  250  25040 6376 - 40 110 55  700  400 320  400  40050 6376 - 50 120 60  750  500 400  500  50075 6376 - 75 130 65 1000  750 600  750  750100 6376 -100 140 70 1200 1000 800 1000 1000

ez2 = min edge distance ez = min anchor spacing fci = concrete cube strength at time of lifting

Dimensions and reinforcement mdash HD Plain anchor [mm]

Load class

Articlename

Order no Dimensions of the HD Plain anchor Mandatory reinforcement for concrete strength fci = 15 Nmmsup2

axial load diagonal load

zinc coated 0740190 Rd l[mm]

d [mm]

t[mm]

e[mm]

ds1[mm]

ls1 [mm]

dbr1[mm]

ds2[mm]

ls2 [mm]

dbr2[mm]

13 6376 - 13 00001 12 65 21 135 31 10 650 40 8 850 2525 6376 - 25 00002 16 70 28 170 36 12 1000 50 10 1200 3040 6376 - 40 00003 20 85 38 245 42 16 1200 65 12 1400 4050 6376 - 50 00004 24 93 40 255 48 16 1500 65 14 1750 5075 6376 - 75 00005 30 116 46 280 58 20 1750 80 16 2000 50

100 6376 -100 00006 36 136 51 300 66 25 1850 100 20 2000 55 elongated length for concrete compressive strength 15 Nmmsup2 shorter stirrups may be possible for higher concrete compressive strengthsDiagonal load reinforcement must be installed with direct contact to the socket

For this application it is irrelevant if the minimal bending roll diameter is below requirement additional reinforcement must be provided on-site

le

Rd

t

d

45∘

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Pla in Anchor

Approved load capacity dimensions and reinforcement HD Plain anchors with hole

Application HD Plain anchors with hole are used for lifting thin precast walls Also available in stainless steel

The reinforcement must be secured in place with full contact to the anchor

HD Plain anchors with hole are not suitable for slabs

The minimum permitted axial spacing between lifting anchors is ezThe required hanger reinforcement is inserted through the lower hole in the HD Plain anchor The hanger reinforcement must be secured in place with full contact to the anchor Refer to the reinforcement drawings and tables for each load class for any required additional reinforcement The value given for concrete strength fci is for normal concrete according to DIN EN 206 or DIN 1045-1

Without diagonal load u-bar axial load up to 10deg

With diagonal load u-bar axial load up to 45deg

ez2

er

ls2

dbr1

ds160deg

15deg

ds2

d br2

diagonal load u-bar

er

er er

ez2

ls1

not permitted

not permitted

not permitted

not permitted

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 33: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

33

HD Nailing plate plastic

Load class

Article name

Order no0741040-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

13 6358-12 00001 12 10 40 30

25 6358-16 00003 16 10 40 30

40 6358-20 00005 20 10 55 45

50 6358-24 00006 24 10 55 45

75 6358-30 00007 30 10 70 60

100 6358-36 00008 36 10 70 60

125 6358-42 00009 42 12 95 85

150 6358-52 00010 52 12 95 85

Nailing plate mdash steel

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

13 6369- 12 00001 12 10 40 30 6

25 6369- 16 00002 16 10 40 30 10

40 6369- 20 00003 20 10 55 45 12

50 6369- 24 00004 24 10 55 45 12

75 6369- 30 00005 30 10 70 60 12

100 6369- 36 00006 36 10 70 60 16

125 6369- 42 00007 42 12 95 85 16

150 6369- 52 00008 52 12 95 85 16

Nailing plate with adapter pre-assembled

Load class

Article name

Order no0741190-

for Rd h[mm]

d1[mm]

d2[mm]

M1

25 6369- 16 -A 00102 16 10 40 30 6

40 6369- 20 -A 00103 20 10 55 45 6

50 6369- 24 -A 00104 24 10 55 45 6

75 6369- 30 -A 00105 30 10 70 60 6

d1

d2

d2

d1

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

The pre-assembled HD Nailing plate with adapter 6369-A is intended to be used with assembly pin 6330 Thread can be reduced from M1012 to M6 through applying the pre-assem-bled adapter

Steel nailing plates 6369-A are deliv-ered in a zinc plated finish for thread sizes 13 to 75

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

Accessor ies

HD Steel nailing plates are available for thread sizes from Rd 12 to Rd 52

Plastic nailing plates are used to attach HD Anchors to formwork they are available for thread sizes from Rd 12 to Rd 52

The resulting recess fits the shape of the HD Lifting link exactly The shape of the recess allows the lifting link to distribute shear or diagonal load more effectively into the concrete

HD Nailing plate mdash plastic

The plastic nailing plates are colour coded according to the thread size

HD Nailing plate mdash steel

Finish zinc plated

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 34: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

34

Nailing plate with steel-core and replacement ring Replacement ring

Load class

Article name

Order no0741210-

threadMRd

h[mm]

d1[mm]

d2[mm]

M[mm]

Article name

Order no0741230-

13 6520-12 00101 12 20 50 30 8 6522- 22 00001

25 6520-16 00103 16 20 50 30 8 6522- 16 00003

40 6520-20 00105 20 20 65 45 12 6522- 20 00005

50 6520-24 00106 24 20 65 45 12 6522- 24 00006

75 6520-30 00107 30 20 80 60 12 6522- 30 00007

100 6520-36 00108 36 20 80 60 12 6522- 36 00008

125 6520-42 00109 42 20 105 85 12 6522- 42 00009

150 6520-52 00110 52 20 105 85 12 6512- 52 00010

Combi nailing plate with steel-core Replacement ring

Load class

Article name

Order no0741080-

ThreadMRd

h[mm]

d1[mm]

d2[mm]

M[mm] Article name Order no

0741090-

13 6510-12 00101 12 10 40 30 8 6512- 12 00001

25 6510-16 00103 16 10 40 30 10 6512- 16 00003

40 6510-20 00105 20 10 55 45 12 6512- 20 00005

50 6510-24 00106 24 10 55 45 12 6512- 24 00006

75 6510-30 00107 30 10 70 60 12 6512- 30 00007

100 6510-36 00108 36 10 70 60 12 6512- 36 00008

125 6510-42 00109 42 12 95 85 12 6512- 42 00009

150 6510-52 00110 52 12 95 85 12 6512- 52 00010

250 6510-64 00111 64 12 110 100 16 6512- 64 00011

M

h

d1

d2

h

d2

M

h

d1

d2

h

d1

d2

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Replacement ring available sepa-rately (see HALFEN Price list)

Replacement ring available sepa-rately (see HALFEN Price list)

A retaining bolt is available to attach the nailing plate quickly and securely to the formwork All bolts used to fix the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The recess in the concrete made by the combi nailing plate matches the shape of the HD Lifting links exactly This allows the lifting link to rest against the concrete when the anchor is sub-jected to diagonal or shear loadsThe nailing plate core is made of chrome plated metal The plastic ring is replaceable

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available in thread sizes Rd 12 to Rd 64

Bolts used to secure the HD Nailing plate to the formwork must be unscrewed and removed before striking the formwork

The HD Nailing plate which consists of a steel core and a replacement ring is used for fixing a HD Anchor to the formwork Available for thread sizes from Rd 12 to Rd 52

The nailing plate core is made of chrome plated metal the replacement ring is made of flexible plastic

replacement ring 20 mm

replacement ring 10 mm

HD Nailing plate with steel core and replacement ring mdash Height 20 mm

HD Nailing plate with steel core and replacement ring mdash Height 10 mm

Accessor ies

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 35: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

35

Tool mdash steel nailing plate

Load class

Article name

Order no0741350-

Rd Oslash hole[mm]

13ndash25 6337 - 12 16 00001 12ndash16 105

40ndash150 6337 - 20 52 00002 20ndash52 105

Magnetic plate

Load class

Articlename

Order no0741180-

Rd h[mm]

d1[mm]

d2[mm] SW

13 6365- 12 00001 12 12 40 30 6

25 6365- 16 00002 16 12 40 30 6

40 6365- 20 00003 20 12 55 45 10

50 6365- 24 00004 24 12 55 45 10

75 6365- 30 00005 30 12 70 60 16

100 6365- 36 00006 36 12 70 60 16

125 6365- 42 00007 42 12 95 85 16

150 6365- 52 00008 52 12 95 85 16

Retaining bolt

Load class

Article name

Order no 0073060-

Thread l[mm]

  40 ndash75 S1-12 00002 M 12 160

100 ndash150 S1-16 00003 M 16 160

d2

d1

M

l

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Retaining bolt S1

HD Magnetic plate

Tool for steel nailing plate

Finish zinc galvanized

Oslash hole

Suitable retaining bolt see the nailing plate selection tables

The retaining bolt is used to attach the steel nailing plate A butterfly bolt is crimped to one end to tighten the bolt an additional butterfly bolt is used to secure the bolt to the formwork

The zinc galvanized steel HD Magnetic plate can be used to secure HD Anchors to steel formwork Available for thread sizes from Rd 12 to Rd 52 The nailing plate creates a recess in which the perfect-head or the adapter is fixed

Facilitates loosening and removal of steel nailing plates

Removing the formwork First remove all retaining bolts Then remove the side of the formwork

Accessor ies

metric wrench size

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 36: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

36

Assembly pin plastic

Articlename

Order no0741300-

for load class

6330-13-75 00001

13

25

40

50

75

HD Sealing plate plastic

Article name

Order no 0741280-

for Rd

d[mm]

h[mm]

6513-12 00001 12 40 10

6513-16 00002 16 40 10

6513-20 00003 20 55 10

6513-24 00004 24 55 10

Sealing plate rubber

Articlename

Order no 0741330-

for load class

d[mm]

h[mm]

6334-13-25 00001 13ndash25 40 15

6334-40-50 00002 40ndash50 55 15

6334-75-100 00003 75ndash100 70 15

Rubber mould

Articlename

Order no0741290-

for load class

h[mm]

d[mm]

Number of plugs

6329- 12-16 00001  13 + 25 8 37 16

6329- 20-24 00002  40 + 50 8 52 16

6329- 30-36 00003  75 + 100 8 67 16

6329- 42-52 00004 125 + 150 10 92 9

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Assembly pin plastic Sealing plate rubber

The assembly pin is used for quick removal of the formwork The pin is screwed into the steel nailing plate with adapter The assembly pin breaks off at the design breaking point when removing the formwork

The grey HD Sealing plate is used to seal recesses and conceal (and protect)the HD Anchors Available for thread sizes Rd 12 to Rd 24

The rubber sealing plate is placed between the steel nailing plate and the formwork to prevent cement getting into the nailing plate holes when pouring the concrete All sealing plates are coloured yellow

HD Sealing plate plastic

Mould

Accessor ies

Mould for making the concrete recess plugs to fill the recesses made by the nailing plates Rubber re-usable

Design breaking point

h

d

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 37: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

37

HD Lifting links mdash wear limits

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

Link length wear limits ldquolrdquo [mm]

lmax 160 160 170 170 185 185 229 229

Handle thickness wear limits ldquodrdquo [mm]

dmin 117 117 144 144 198 198 234 234

Thread thickness wear limits ldquogrdquo [mm]

gmin 113 152 191 229 286 343 401 498

Dimensions mdash HD Lifting links

Load class

Article name

Order no0742130-

Rd weight[kg]

ltotal[mm]

l[mm]

c[mm]

b[mm]

b1[mm]

d[mm]

13 6362-12 00001 12 057 1775 153 185 76 50 13

25 6362-16 00002 16 065 1825 153 235 76 50 13

40 6362-20 00003 20 121 1970 162 290 82 50 16

50 6362-24 00004 24 129 2030 162 350 82 50 1675 6362-30 00005 30 240 2280 177 430 94 50 22100 6362-36 00006 36 254 2365 177 515 94 50 22

125 6362-42 00007 42 484 2865 219 595 117 65 26

150 6362-52 00008 52 531 2995 219 725 117 65 26

d min g min

l max

C EH

ALFE

N

HD

25

HH

X X X

X X X

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

General information

HD Lifting link

l tota

l

The threads must be checkedregularly for damage Recuttingthreads is not permitted

Health and safety regulations must always be observed

Regulations covering the use of cranes and other lifting equipment apply

All HD Lifting links are identification marked

load class

identification number

Finish zinc plated

CE marking

manufacturer

While the HD Anchor link is installed the hexagon shaped tip of the ring bolt simultaneously turns the integrated thread protector

When the HD Lifting link is removed the plastic thread cap returns to the top of the socket to protect the thread

If the anchor was cast in using the nail-ing plate or the magnetic recess former then the shape of the final recess allows the HD lifting link to distribute shear or

diagonal load more effectively into the concrete

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspection table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacityPlease refer to the current HALFEN price list for order numbers

iBefore each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 38: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

38

Dimensions mdash HD Rotary head lifting link

Load class

Article name

Order no0742230-

threadRd

b1[mm]

b3[mm]

h1[mm]

h2[mm]

wrench[mm]

d[mm]

13 6367-12 00001 12 40 32 100 25 34 13

25 6367-16 00002 16 40 32 100 25 34 13

40 6367-20 00003 20 55 34 126 28 46 16

50 6367-24 00004 24 57 45 148 35 50 18

75 6367-30 00005 30 70 46 163 41 65 20

100 6367-36 00006 36 70 46 163 41 65 20

125 6367-42 00007 42 95 60 201 48 75 23

150 6367-52 00008 52 95 60 201 48 75 23

250 6367-64 00009 64 110 70 246 59 95 305

C E

HH

X X X

X X X

HD 25

b1

h 2

d

h 1

b3

MRd

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Rotary head lifting link

HD L i f t ing Devices

The 6367 Rotary head lifting link

bull forged spanner notches on the rotary link facilitate fitting removal

bull chrom (VI)-free galvanized coating provides up-to-date environmentally friendly corrosion protection

bull large load surface ensures smooth rotation and turning even under load

bull only link capable of pitching under diagonal load

bull minimal height link size

Improved load transfer with a specially shaped load surface

Application The HD Rotary head lifting link can be used for diagonal as well as for shear loads The rotatable head facilitates insertion into the anchor the HD Rotary head link can be screwed into the HD Anchor while still attached to the crane hook

identification-number

CE-mark

Optional available certificates

(please request when ordering)

bull A certificate confirming that all guidelines and quality controlled manufacture were observed also includes a certificate confirming the type of lifting link with an identification number and inspec-tion table

bull In addition to the certificate a written report confirming the lifting link was tested to twice its nominal load capacity

Please refer to the current HALFEN price list for order numbers

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 39: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

39

Load capacity mdash HD Rotary head lifting link

Load class

Article name Order no

0742230-

Centric load[kN]

Diagonal load le 45deg[kN]

Shear load[kN]

13 6367-12 00001 130 130  75

25 6367-16 00002 250 250 140

40 6367-20 00003 400 400 225

50 6367-24 00004 500 500 280

75 6367-30 00005 750 750 425

100 6367-36 00006 1000 1000 570

125 6367-42 00007 1250 1250 710

150 6367-52 00008 1500 1500 855

250 6367-64 00009 2500 2500 1300 see page 10 ldquoLoad directionsrdquo

Wear limits mdash annual inspection

Load class

d[mm]

dmin[mm]

gmin[mm]

13 130 117 113

25 130 117 152

40 160 144 191

50 180 162 229

75 200 182 286

100 200 182 343

125 230 210 401

150 230 210 498

250 305 286 618

HALFEN Check-Karte

05 mm HD

Grenzmaszlig d

Grenzmaszlig g

HD

disc

ard discard

able

gere

if ablegereif

Grenzmaszlig d ndash zur jaumlhrlichen KontrolleWear limit d ndash to be checked once a year

Lastklasse Load class d [mm] d min [mm] g min [mm]

13 130 117 11325 130 117 15240 160 144 19150 180 162 22975 200 182 286

100 200 182 343125 230 210 401150 230 210 498250 305 286 618

HD

360deg

d

g

HD

CE

180deg

45deg

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

(see table ldquowear limitsrdquo)

Application mdash rotary head lifting link

Check the colour security-mark on the plug The security-mark must not have any cracks

Pitch limitsMaximal angle of 45deg for diagonal load with cable spread or 90deg in pitching

Checking the life-spanUsing the HALFEN Check-card the

condition of the rotary head link is easily

checked on-site (see table below) by

checking the join-gap and the handle

If a HALFEN Check-card is not available

a 05 mm thick piece of metal can be

used insteadInstallationbull forged spanner notches on the head

allow easy fitting removalbull crimp marks in the link prevent

kinkingbull galvanic coating protects against

corrosion this includes the inner parts of the link

Range of movementbull 180deg pivotbull 360deg rotatable

Additional safetybull a failure safety factor of 4

applies for all load directionsbull rotatable under load

Note Reduced load capacity in shear load

d

Discard the lifting clutch To determine if the lifting clutch must be discarded check the following The joint in the rotary head lifting clutch the mini-mum thickness (dmin) of the lifting-bracket and the condition of the plug (visual check of the colour security-mark)

Check wear using the check-card05 mm Discard the anchor if the card can be inserted deeper than the red line (as illustrated)

Checking the condition of the clutch using the HALFEN Check-card

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 40: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

40

Dimensions mdash HD Perfect head lifting clutch

Load class

Article name

Order no0742170-

Rd weight[kg]

l[mm]

d[mm]

c[mm]

ds[mm]

13 6377-12 00001 12 05 300 41 185 8

25 6377-16 00002 16 09 390 54 235 11

40 6377-20 00003 20 20 510 70 290 14

50 6377-24 00004 24 24 550 70 350 16

75 6377-30 00005 30 58 700 98 430 20

100 6377-36 00006 36 69 760 98 515 22

125 6377-42 00007 42 110 860 124 595 24

150 6377-52 00008 52 140 940 124 725 28

Wire breaks

cable typeVisible wire breaks over a cable

length of

3d 6d 10d

strand cable 4 6 16

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

C E

HA

LFE

N

HD

13

P

X X

X X

X X

X

SRd 00

00

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Li f t ing Devices

Application The HD Perfect head lifting clutch is especially suited for diagonal loads and is used for lifting wall elements upright with load angles under 90deg Observe the application instructions for HD Anchors

HD Perfect head lifting clutch

All lifting equipment including cable loops must be checked by a qualified expert at least once a year to ensure safety There is no predetermined limit on the life span of a cable HALFEN can only guarantee the safety and function of the perfect head if original cable-loops are used Bolt threads must be checked regularly for any signs of dam-age Recutting threads is not permitted

Cable loops must be checked for fol-lowing defects

bull kinking

bull breakage in a cable strand

bull loosening of the exterior wires in the cable length

bull compressive deformation

bull crushing in the load area of the load loop with more than four wire breaks in strand-cables and more than ten breaks in wire-laid cables

bull signs of corrosion

bull excessive wear in the cable or cable-end connections

bull a large number of broken wires

Checking the cable loops

Cables must be discarded if the follow-ing number of broken wires are visible

Checking the cable loop must also include checking cable loop slip in the ferrule Cables must not come into contact with acids caustic solutions or other aggressive substances Cable loops are preferable hung in crane hooks with large cross sections Crane hooks with sharp edges or with minimal cross sections and therefore small diameters may damage and cause cables to deteriorate faster resulting in a shorter lifespanLifting clutches generally have a longer service life than cables therefore lift-ing clutches with cable loops that have been discarded can be returned to HALFEN to be repressed

identification number

load classon label

CE-mark

Checking the thread See HD Link chapter table on page 37 (ldquoHD Lifting links ndash wear limitsrdquo) see ldquogminrdquo

Optional available certificates Please request when ordering and

refer to the current HALFEN price list for order numbers rarr see pages 37 or 38 for further information

i

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

ing

in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 41: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

41

Dimensions mdash HD Adapter

Load class

Article name

Order no0742140-

Rd d d1 d2 h Suitable for the universal head clutch

[mm] [mm] [mm] [mm] Article name

1313 6366-12 00001 12 70 40 30 30 6102- 13

2525 6366-16 00002 16 78 40 30 38 6102- 25

4040 6366-20 00003 20 97 55 45 456102- 50

5050 6366-24 00004 24 97 55 45 45

7575 6366-30 00005 30 117 70 60 606102-100

100100 6366-36 00006 36 117 70 60 60

125125 6366-42 00007 42 117 95 85 956102-200

150150 6366-52 00008 52 117 95 85 95

Wear limits mdash HD Adapters

Load class 13 25 40 50 75 100 125 150

thread Rd 12 16 20 24 30 36 42 52

wear limit

minimum-thread-Oslash 116 155 166 234 293 352 411 510

minimum head thickness [mm]

min head thickness 70 100 115 115 160 160 245 245

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

HD Adapter checking

HD Adapter

Finish zinc plated

Application The HD Adapter enables the DEHA Spherical head lifting anchor system to be used with the HD Socket lifting system The universal head lift-ing link of the appropriate load class can then be attached

HD L i f t ing Devices

bull the bolt is bent or deformed in any way

bull the thread is damaged or if there is any signs of cracks

Discard the HD Adapter if

Visual inspection for bending in the screwthread and for other deformation (rebending the screwthread is not permitted)

Visual inspection of bolt for any signs of cracks

Includes a visual inspection of the thread for any damage and atypical wear

Check head thickness (see below)

Check thread diameter

Visual inspection of pressure plate for obvious wear

Inspection procedure mdash HD Adapter

bull minimal head thickness and thread diameter have been exceeded due to excessive wear

bull pressure plate wear has progressed so far that the universal head lifting link only has contact towards the top of the adapter-plate

Before each use check all lifting equipment for correct application and visually inspect to ensure damage-free condition

It is prohibited to use damaged lifting equipment

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

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also

to

copy

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in e

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T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 42: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

42

Adapter (supplement) 6368 for article 6366 for the 20 mm nailing plate

Article name

Order no0742150-

Thread diameter

[Rd]

Screw depth 6366 without

adapter[mm]

Screw depth with adapter

[mm]

Nominal load

[kN]

6368-12 00001 12 185  85 110

6368-16 00002 16 235 135 250

6368-20 00003 20 290 190 400

6368-24 00004 24 350 250 500

6368-30 00005 30 430 330 750

6368-36 00006 36 515 415 1000

6368-42 00007 42 595 515 1250

6368-52 00008 52 725 645 1500

Rd

20 mm

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Insta l la t ion of the HD L i f t ing System

see nailing plate for diameter

Sealing the nailing plate recess

Recesses in precast balconies stairs or other elements can be sealed with plastic or steel recess fillers These however remain visible in the element If an aesthetic finish is required reces-ses can be cast in concrete using the same material as in the main element

This provides a near uniform surfacebull in the same colouringbull in the same materialbull with the same texture

Fixing the recess fillers (fig 9 ndash 11) After final installation of the precast element the recess fillers can be cemented in place

We recommend using commercially available quick-set mortar

The moulds are reusable

A PU (Polyurethane) mould is available to make custom recess fillers in the precast plant this ensures a visually optimal solution

fig 8

fig 10 fig 11fig 9

The concrete recess fillers blend in to the surface of theprecast concrete parts

Making the recess fillers (fig 8) To achieve the required structure place the recess filler mould with the larger ring diameter facing down on the form-work and fill with concrete from the same batch as the concrete component

The concrete is then levelled off Remove the mould once the concrete has hardened the recess fillers can now be removed from the formwork and used

Adapter for the HD Adapter

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

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any

appl

ies

also

to

copy

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in e

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cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 43: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

43

Lift assembly set

Axial load capacity

[kN]

Articlename

Order no0742

50 DLM-RD 12 200-00001

120 DLM-RD 16 200-00002

200 DLM-RD 20 200-00003

250 DLM-RD 24 200-00004

400 DLM-RD 20HD 200-00005

sreP1 x a

m

MYY

M

Anchor point according to DIN EN 795

attachments and fall

protection equipment

or HD Clutch Rd16

Use only approved

HD Ring-bolt Rd16

DEHA04

SRd20

copy 2016 HALFEN HD 16-E wwwhalfencom

HD-SOCKET LIFTING SYSTEM

Further HALFEN Products

DEHA Lift installation

HALFEN Anchor point for personal protection equipment in accordance with DIN EN 795

HD Short anchor or Crown anchor

HD Link or ring bolt is attached duri-ng installation as a permanent fixture

The month and the year of installation are individually stamped for each project

HALFEN Anchor point

Cable loop installed in a lift head

The HALFEN Anchor point for securing personal fall protection equipment is suitable for supporting one person per anchor point

The anchor point is only to be used for personal fall protection

The HALFEN Anchor point meets the requirements of the construction ele-ment type-test EG PS 08060030

Cable loop with securing bracket (50 ndash 250 kN)

The HALFEN Lift assembly set is used for installation of lifts and lift com-ponents After initial installation the HALFEN Lift assembly set is perfect for upgrade and maintenance work in lift shafts

The pre-assembled box can be installedin machine rooms and in shaft headsto lift heavy items

This system facilitates exact positioningof the drive motor in the machine room The system can also be used to install guide rails and other heavy lift components in the lift shaft

The bracket is bolted to the ceiling with HALFEN Concrete bolts to secure the cable loop This prevents it from turning and loosening from the ceiling This guarantees maximum safety when working in the lift shaft

The system has been used by renowned lift manufacturers for many years and provides the advantages of convenient assembly as well as being safety and time-efficient

The HALFEN Lift assembly set includes a cable loop which is held in place with a bracket

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

copy 2

016

HA

LFEN

Gm

bH G

erm

any

appl

ies

also

to

copy

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in e

xtra

cts

T - 0

07 -

E - 0

116

PD

F 1

016

  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact
Page 44: HD SOCKET LIFTING SYSTEM · HD SOCKET LIFTING SYSTEM HD 16-E CONCRETE This catalogue conforms to the installation and application instructions according to the VDI/BV-BS 6205 guidelines

NOTES REGARDING THIS CATALOGUETechnical and design changes reserved The information in this publication is based on state-of-the-art technology at the time of publication We reserve the right to make technical and design changes at any time HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors

The Quality Management System of HALFEN GmbH is certified for the locations in Germany France the Netherlands Austria Poland Switzerland and the Czech Republic according to DIN EN ISO 90012015 Certificate No QS-281 HH

Furthermore HALFEN is represented with sales offices and distributors worldwide Please contact us wwwhalfencom

Austria HALFEN Gesellschaft mbHLeonard-Bernstein-Str 101220 Wien

Phone +43 - 1 - 259 6770 E-Mail officehalfenatInternet wwwhalfenat

Fax +43 - 1 - 259 - 6770 99

Belgium Luxembourg HALFEN NVBorkelstraat 1312900 Schoten

Phone +32 - 3 - 658 07 20E-Mail infohalfenbeInternet wwwhalfenbe

Fax +32 - 3 - 658 15 33

China HALFEN Construction Accessories Distribution CoLtdRoom 601 Tower D Vantone CentreNo A6 Chao Yang Men Wai StreetChaoyang District Beijing middot PR China 100020

Phone +86 - 10 5907 3200E-Mail infohalfencnInternet wwwhalfencn

Fax +86 - 10 5907 3218

Czech Republic HALFEN sroBusiness Center ŠafraacutenkovaŠafraacutenkova 12381155 00 Praha 5

Phone +420 - 311 - 690 060E-Mail infohalfen-dehaczInternet wwwhalfen-dehacz

Fax +420 - 235 - 314 308

France HALFEN SAS18 rue Goubet75019 Paris

Phone +33 - 1 - 445231 00E-Mail halfenhalfenfrInternet wwwhalfenfr

Fax +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr 14 40764 Langenfeld

Phone +49 - 2173 - 970 - 0E-Mail infohalfendeInternet wwwhalfende

Fax +49 - 2173 - 970 225

Italy HALFEN Srl Soc UnipersonaleVia Flli Bronzetti Ndeg 2824124 Bergamo

Phone +39 - 035 - 0760711E-Mail tecnicohalfenitInternet wwwhalfenit

Fax +39 - 035 - 0760799

Netherlands HALFEN bvOostermaat 37623 CS Borne

Phone +31 - 74-267 14 49E-Mail infohalfennlInternet wwwhalfennl

Fax +31 - 74-267 26 59

Norway HALFEN ASPostboks 20804095 Stavanger

Phone +47 - 51 82 34 00E-Mail posthalfennoInternet wwwhalfenno

Fax +47 - 51 82 34 01

Poland HALFEN Sp z ooUl Obornicka 28760-691 Poznan

Phone +48 - 61 - 622 14 14E-Mail infohalfenplInternet wwwhalfenpl

Fax +48 - 61 - 622 14 15

Sweden Halfen ABVaumldursgatan 5412 50 Goumlteborg

Phone +46 - 31 - 98 58 00E-Mail infohalfenseInternet wwwhalfense

Fax +46 - 31 - 98 58 01

Switzerland HALFEN Swiss AGHertistrasse 25 8304 Wallisellen

Phone +41 - 44 - 849 78 78E-Mail infohalfenchInternet wwwhalfench

Fax +41 - 44 - 849 78 79

United Kingdom Ireland

HALFEN LtdA1A2 Portland CloseHoughton Regis LU5 5AW

Phone +44 - 1582 - 47 03 00E-Mail infohalfencoukInternet wwwhalfencouk

Fax +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc PO Box 18687 San Antonio TX 78218

Phone +1 80042391 40E-Mail infohalfenusacomInternet wwwhalfenusacom

Fax +1 8776834910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr 14 40764 Langenfeld Germany

Phone +49 - 2173 - 970 - 0 E-Mail infohalfencomInternet wwwhalfencom

Fax +49 - 2173 - 970 - 849

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries please contact us

HALFEN GmbH

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  • HD SOCKET LIFTING SYSTEM
  • Contents
  • System Overview
  • Selection Charts
  • Lifting Links and Clutches mdash Application Notes
  • Safety
  • Installation and Application
  • Design Considerations
  • HD Anchor
  • HD Short Anchors
  • HD Rod Anchor
  • HD Plate Anchor
  • HD Plain Anchor
  • Accessories
  • HD Lifting Devices
  • Further HALFEN Products
  • Contact