demu fixing anchors eta demu-ba 12/15-e -...

ETA_DEMU-BA 12/15-EDEMU FIXING ANCHORS

CONCRETE

DEMU BOLT ANCHORS

Genera l note

This approval only applies to original HALFEN products manufactured by HALFEN. The specifications in this approval are not transferable to other products. Users are fully liable for personel injuries and material damage caused by third-party products used instead of HALFEN products.

Use of third-party products

Deutsches Institut

für Bautechnik DIBt

Allproval body for cOllstructlon products and types 01 construction

Bautechnisches Prülamt

An instilution eSlobllshed by Ihe Federol anel Laender Governmenls

European Technical Assessment

* * * Ocslgnatcd

* accordlng 10 * Article 29 of Ragula·

* Ilon (EU) No 30512011 * and mambor of EOTA (Europoan Organi·

* salion forTochnlcal * Assossmonl)

* * *

ETA-13/0401 of 4 December 2015

Membar of

www.oola.CLJ

English translation prepared by DIBt -Original version in German language

General Part

Technical Assessment Body issuing the European Technical Assessment:

Trade name of the construction product

Product family to wh ich the construction product belongs

Manufacturer

Manufacturing plant

This European Technical Assessment contains

This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of

Deutsches Institut für Bautechnik

Deutsches Institut für Bautechnik

DEMU Bolt anchor

Cast-in an chor with internal threaded socket

Halfen GmbH Liebigstraße 14

40764 Langenfeld DEUTSCHLAND

HALFEN Herstellwerke

19 pages including 3 annexes which form an integral part of this assessment

European Assessment Document (EAD) 330012-00-0601

Kolonnenstraße 30 B t 10829 Berlin t GERMANY I Phone: +493078730-0 t Fax: +493078730-320 I Email: [email protected]

Z67025.15 8.06.01-24/14

European Technlcal Assessmen! ETA-13/0401 English translation prepared by DIBt

Deutsches Institut

tür Bautechnik DlEt

Page 2 of 1914 December 2015

The European Technical Assessment is issued by the Technical Assessment Body in its official language. Translations 01 this European Technical Assessment in other languages shall lully correspond to the original issued document and shall be identified as such.

Communication 01 this European Technical Assessmen!, including transmission by electronic means, shall be in lull. However, partial reproduction may only be made with the wrilten consen! 01 the issuing Technical Assessment Body. Any partial reproduction shall be identified as such.

This European Technical Assessment may be withdrawn by the issuing Technicat Assessment Body, in particular pursuant to inlormation by the Commission in accordance with Article 25(3) 01 Regulation (EU) No 305/2011.

Z67025.15 8.06.01-24/14

Deutsches Institut

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European Technlcal Assessment ETA-13/0401 Page 3 of 1914 December 2015

English translalion prepared by DIBt

Speeifie part

1 Teehnieal deseription of the produet

The DEMU bolt anehor in the size of M12, M16, M20, M24, M30, M36 and M42 as type 1985 and 1988 is an an chor eonsisting of a bolt and an internal threaded socket serewed and pressed on the thread of the bolt. The sockel is made of eleelroplaled sieei, hol-dipped galvanised sleel or slainless sleel. The anehor is imbedded surfaee-flush or sunk in Ihe eonerele. The anehorage is eharaeterised by meehanieal inlerloek al Ihe head of Ihe boll.

The produel deseriplion is given in Annex A.

2 Speeifieation of the intended use in aeeordanee with the applieable European Assessment Ooeument

The performances given in Seelion 3 are only valid if Ihe an chor is used in eomplianee wilh the speeifieations and eondilions given in Annex B.

The veriliealions and assessment melhods on whieh this European Teehnieal Assessmenl is based lead 10 Ihe assumplion of a working life of Ihe an chor of al leasl 50 years. The indiealions given on the working life eannol be inlerpreled as a guaranlee given by Ihe producer, bul are 10 be regarded only as a means for ehoosing Ihe righl produels in relalion 10 Ihe expeeled eeonomieally reasonable working Hfe of Ihe works.

3 Performance of the produet and referenees to the methods used for its assessment

3.1 Meehanieal resistanee and stability (BWR 1) Essential eharaeteristie

Charaelerislie values for resislanee for slalie and quasi-slalie loads and displaeemenls

3.2 Safety in ease of fire (BWR 2)

Essential eharaeteristie

Reaelion 10 fire

Resislanee 10 fire

Performance

See Annex C 1 to C4

Performance

Anehorages satisfy requirements for Class A1

See Annex C5

4 Assessment and verifieation of eonstaney of performance (AVCP) system applied, with referenee to its legal base

Z67025.15

In aeeordanee with EAD No. 330012-00-0601, Ihe applieable European legal aet is: [96/582/EC].

The system to be applied is: 1

6.06.01-24/14

European Technlcal Assessmen! ETA-13/0401 English translation prepared by DIBt

Deutsches Institut


Page 4 of 1914 December 2015

5 Technical details necessary for the implementalion of Ihe AVCP system, as provided for in Ihe applicable EAD

Technical details necessary for the implementation of the AVCP system are laid down in the control plan deposited with Deutsches Institut für Bautechnik.

Issued in Berlin on 4 December 2015 by Deutsches Institut für Bautechnik

Uwe Bender beglaubigt: Head of Department Tempel

Z67025.15 6.06.01-24/14

01 European Technlcal Assessment ETA-13/0401 014 December 2015

English translation prepared by DIBt

DEMU Bol! anehor

conerele member

h = Ihiekness of conerele member I,,, = Ihiekness of fixture Iw = thiekness of was her hnom = embedmenl deplh

DEMU Boll anehor

Product description Installed condition

Z69897.15

Deutsches Institut

tür Bautechnik DlBt

Annex A1

8.06.01-24/14

of European Technlcal Assessmen! ETA-13/0401 of 4 December 2015

English translation prepared by DIB!

Deutsches Institut


L

2mm Lsl (11919111 of dala clip) Llh

j -0 - -- -- -- -- -- --,;- .;

There are 4 different materials available for the DEMU Bolt anchor 1988: Material 1: Sieeve electroplated Material 2: Sieeve hot-dipped galvanised Material 3: Sieeve in stainless steel A4-50 Material 4: Sieeve in stainless steel A4-80

Table A1: Dimensions 01 DEMU Bol! anchor 1988 with sleeves made of material 1 or 2

d doom L" Llh d, d, L [mm] [mm] [mOl] [mOll Imml Imml Im ml M12 15.5 35.0 23.0 - 25.4 12.0 18.0 55/100/150 M16 21.0 45.0 29.0 -32.2 16.0 24.0 75/140/220 M20 26.0 55.0 35.0 -39.0 20.0 30.0 90/150/180/270 M24 32.0 70.0 46.0 - 50.8 24.0 36.0 110 / 200 / 320 M30 40.0 90.0 60.0 - 66.0 30.0 46.0 160/240/380 M36 47.5 110.0 74.0-81.2 36.0 55.0 300 I) /420 M42 54.0 110.0 68.0 - 76.4 42.0 65.0 300 I) /460 I)

I) only available with sleeve made of material 1

Table A2: Dimensions 01 DEMU Bol! anchor 1988 with sleeves made of material 3 or 4

d dnom L" Llh d, d, L [mm] [mm] [mm] [mm] [Olm] [mm] [mml M12 15.5 35.0 23.0 -25.4 12.0 18.0 100/150 M16 21.0 45.0 29.0 - 32.2 16.0 24.0 140/220 M20 26.0 55.0 35.0 -39.0 20.0 30.0 150/180/270 M24 32.0 70.0 46.0 -50.8 24.0 36.0 2002)

M30 40.0 90.0 60.0 - 66.0 30.0 46.0 2402)

2) only available with sleeve made of material 4

DEMU Bolt anchor

Product description Annex A2

Dimensions type 1988

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of European Technlcal Assessment ETA-13/0401 of 4 December 2015


.

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Deutsches Institut

für Bautechnik

:; -' " -'

-'

DlBt

The bolt anchor 1985 is available with a sleeve made of the following material:

Material 1: Sieeve electroplated

Table A3: Dimensions 01 DEMU Bolt anchor 1985 with sleeve I nailing plate made 01 material 1

d dnom L,I Llh dl d, L dp

[mm] rmmL jmm] mm] rmml rmml rmml rmml M12 15.5 35.0 23.0 -25.4 12.0 18.0 150 40.0 M16 21.0 45.0 29.0 -32.2 16.0 24.0 140 44,0 M20 26.0 55.0 35.0 - 39.0 20,0 30,0 180 48,2 M24 32.0 70.0 46,0 - 50,8 24,0 36.0 200 57,0

DEMU Bolt anchor

Product description Dimensions type 1985

Z69897.15

tp

rmml 1.0 1,5 1,5 1,5

Annex A3

6.06.01�24114

01 European Technlcal Assessmen! ETA-13/0401 01 4 December 2015

English trallslation prepared by DIBt

('9

()D boll anchor :1988

(1) DEMy' 1988 M .. ,

(2)

ij-- ' 1- .... 1- - :-

�1 �� \�m.""w.�� Dppllos only for sloevos mado of stDlnloss stocl maierlDI3 t 4)

boll anchor 1985

°1 Q)

DEMU 1985 M .. , ® :t I� - 1- -

Table A4: Marklng/speclflcatlon and malerlais 01 boll anchor

lIem Componenl Malerial 1

Sieeve in eleclroplaled sleel (GV) Mecaval 147M tN, E355 tN (1,0580),

1 Sieeve 20MnV6 tN (1.5217), ace, EN 10305-1, electroplated I)

Deutsches Institut

für Bautechnik

Marking:

DlBt

e,g,: DEMU 1988 M 16x140 GV

DEMU: identifying mark o f the producer

1988: name 01 the anchor M 16x 140: size GV: material

Material:

GV: sleeve electroplated FV: sleeve hot-dipped

galvanised A4-50: sleeve made 01

stainless steel A4-50 A4-80: sleeve made 01

stainless steel A4-80

Malerial 2 Sieeve in hol-dipped galvanised sleel (FV)

Mecaval 147M tN, E355 tN (1.0580), 20M"V6 tN (1.5217), ace, EN 10305-1, hot-dipped galvanlsed ')

2 Boll Hexagon head bolts acc. DIN 931 respecl. hexagon head screW$ with thread up 10 Ihe head acc. OIN 933, strength grade 8,8

3 Dala clip tor sleeve made of material 1 +2: HDPE I RAL 70351 (light-) grey

4 Nailing plale Sheet steel De01 (1.0330), ace, EN 10130, electroplated 1)

---

lIem Componenl Malerial 3 Malerial 4

Sieeve in slainless sleel A4-50 Sieeve in slainless steel A4-BO

Stainless steel 1.4401 11,4404/1.45711 1.43621 Stainless steel 1.4401 11.4404/1.4571 I 1.43621 1 Sieeve 1.4578/1.4062/1.4162/1.4662 /1.4439 /1.4462 1.4578/1.4062/1.4162/1.4662/1.4439/1.4462

11.4539/1.4565/1.4529/1,4547, ace, EN 10088 11.4539/1.4565/1.452911.4547, ace, EN 10297 3, boltorn of sleeve sealed 3) 2, baUorn of sleeve sealed 3)

2 Boll Hexagon head bolts ace, DIN 931 respeel. hexagon head serews with thread up to the head ace. DIN 933, strength grade 8,8, hot-dlpped galvanlsed 4)

3 Dala clip for sleeve made of material 3: HDPE I RAL 90031 (slgnal-) white for sleeve made of material 4: HDPE I RAL 90051 {jet-) blaek

1) thlekness of eoatlng � 5�m ace, EN ISO 4042 ') thlcknoss of coatlng � 45�m (M12), � 55pm (�M16) ace, EN ISO 1461 3) protection of Ihe front end of the screw against corroslon; for corroslon reslstance requirements accordlng to

level 3a) mentioned In Annex A5, Table A5, the sealing may be omitted ., thlek"ess of coatlng � 40�m ace, EN ISO 10684

DEMU Bolt anchor

Producl descriplion Annex A4

Marking and male rials

269897.15 8.06.01-24114

of European Technlcal Assessment ETA-1310401 of 4 December 2015


Table A5: Materials and Intended use

Deutsches Institut


(washer, screw and suppl. relnrorcement not Included witl1 the fixing system)

tntended uso 1 2 3

Dry Internal rOOOl&, low corroslon Inslgnilicant corroslon Modlum corroslon exposure

exposuro exposuro

Ball anchors mey also be used In structvres subjec! 10 externat ab'nospheric e)(J>osure (IncIuding Industrialand marine

Bolt andlOrs mayaiso be en'<ironmenl) or 6)1pOSUIO in perffianenHydamp Internat used in struclures In condltions, If no particulsr aggressive conditions (8. g.

Bol! anchors mayonlybe unheated lunlnsulalod permanent, alternating Immersion In seawaler) oldsl 1 Speclficallon used In structures buildlngs where 3a 3b

subjeci 10 drylntornal condensation mayoccur Moderato lovol Incro8sod lovol condltions (e. g. (e. g. warehou5e5, sporl

Medium eloposure 10 chlorides, High ellPosure to chlorides, e. accomodations, bureaus, halls), as weil es In

I. e, suffielent dlstance from the g. lnshore (S 1km)or nexlto schools, hospitals. s tructure5 nol e>q>osed 10

see. (> lkm) and offslde from busyroads with road 5all rain In outside appUcation (S 10m); elop05ure shops). atmosphere with low roads with road salt appllcation to adds (pH S 3); medium

lewl of pollution (moslly (> 10m);wlth contact 10 low e>q>osure 10 sulfur, nItrogen rural areas). addlc substances (pH > 3); low (industrial areal; non-eloposure 10 sulfur, nitrogen accesslble structures (e. g. rear (urban atrnosphere). wntilated facades).

Materials

801t an chor ace. Boll anchor ace. Ball anchor ace. Table M, 80ltanchor aec. Table M,

2 Bolt anchor TableM, TableM, material 3 and 4, material 3 and 4,

materiall1) malerial 21) wlthoul sea/lng of the bollom of with special 5eallng of lhe

the sieeva 1) bott:lm oflhe sleew

Washer Sieel aec. EN 10025, Sieel acc. EN 10025, hot-Stalnless 51001 1.4401/1.4404/1.45711 1.4362/1.45761

3 sec. BIlISO 708917093-1 galvanised n dipped galvanlsed 3) 1.4062/1.4162/1.4662/1.4439/1.4462/1.4539 f 1.45651 1.4529/1.4547, acc. EN 10066

Steel sec. EN ISO 696·1, Steal acc. EN ISO 896-1, Slalnless sleel 1.4401/1.4404/1.45711 1.43621 1.45781

4 Screw galv. 'J, strength grade hol.dlpped galv. 3), 1.4062/1.4162/1.4662/1.4439/1.4462/1.4539/1.45651 strengUl grade 4.6, 5.6 or 1.4529/1.4547, acc. EN ISO 3506·1,

4.6, 5.6 or 8.8 8.8 strength grade M-50, M-70 or M-80

5 Suppl. Relntorcemenl B500Aor 8500B 8500Aor 8500B Stalnless relnforcemenl steel respecl. B500Aor 85008 meeting

the requlremenls for concrele cowr Cr.:.nacc. EN 1992-1

11lhe Inner area 01 Ihe socket has 10 be protecled agalnsllngress of water, e. g. byuslng DEtJ,lJ seallng cap or a srew acc. llne 4 �J Ullckness of coating O!: 5"'01 ace. EN ISO 4042 �) ttllckness of coating � 40)Jm SCC. EN ISO 10684

Data clip: section and top view (with example tor marking)

DEMU Bolt anchor

Product description Materials and intended use, marking

Z69697.15

Nailing plate: top view (with example tor marking) and section

Annex A5

6.06.01-24114

of European Technlcal Assessment ETA-13/0401 of 4 December 2015

English translation prepared by D/Bt

Speclfications of Intended use

Anehorages sub)eet to:

Statie and quasi-statie loads.

Fire exposure: only for eonerete C20/25 to C50/60. Base materials:

Deutsches Institut

für 8autechnik

• Reinforced or unreinforced normal weight concrete according to EN 206:2013. • Strength elasses C20/25 to C90/105 according to EN 206:2013. • Cracked or uneracked concrete.

Use condltlons (Envlronmental condltlons) • according to Annex A5

Design:

DIBt

Anchorages are designed under the responsibillty of an engineer experienced in anchorages and

concrete work.

• Verifiable calculation notes and drawings are prepared taking aecount of the loads to be anchored. The

position of the anchor is indicated on the design drawings (e. g. position of the anchor relative to

reinforeement or to supports, etc.).

Anchorages under statie or quasi-static actions are designed in accordance with:

- CEN/TS 1992-4:2009, part 1 and 2 • Anchorages under fire exposure are deslgned in accordanee with:

- CEN/TS 1992-4:2009, part 1, Annex 0 (Ioeal spalling of the concrete cover must be avoided)

The screw is chosen with corresponding screw-in length ace. to Annex B2, Table B1 and with the

strength elass ace. to Annex Cl and C3 subjeet to the required steel resistance and with the material

ace. to Annex A5, Table A5.

Installation: • Anehor installation carried out by appropriately qualified personnel and under the supervision of the

person responsible for teehnieal matters of the site. • Use of the anehor only as supplied by the manufaeturer without any manipulation or exehanging the

components.

The anehors are fixed on the formwork so that no movement of the anehors will oecur during the time

of laying the reinforeement and of placing and eompacting the eonerete. • Adequate compaction elose to the anehor particularly at head of the bolt, e. g. without significant voids.

The cast-in anehor is protected against ingress of conerete into the threaded socket. • The setting torques given in Annex B2 are not exceeded.

The inner area of the socket of the anchor without sealing of the bottom of the sleeve has to be

protected against ingress water.

DEMU Bolt an chor

Intended llse Specifications

269897.15

Annex 61

8.06.01-24/14

01 European Teehnleal Assessment ETA-13/0401 014 Deeember 2015

English translalion prepared by DIBt

Deutsches Institut

für Bautechnik DIBt

Direct contact between fixture and data clip I nailing plate

The fixture is braced to data clip I nailing plate, if necessary by suitable washer.

boll anehor 1966

General application

The fixture is braced to concrete (anchor is embedded sunk in the concrete) resp. braced to concrete and data clip I nailing plate (anchor is embedded flush in the concrete).

lIdure

Icnglh 0' 6UOW l s 1) ball anehar 1965

bolt an chor 1988

�I tw + tfix + tv + Lsd,min S Ls $' tw + truc + tv + Lsd,max

Table BI: Installation parameters

Thread size d mm] M12

Maximum torque moment max. Tln�1 [Nm) S 10

Minimum screw-in length - 1988 Lsd,mlo [Olm) 16.4

Minimum screw-in length - 1985 Lsd,mrn [Olm) 18.0

Maximum screw-in length - 1988 Lsd.max I) [0101) 25.0

Maximum screw-in length - 1985 Lsd,nl8x [Olm) 23.0

Diameter 01 clearance hole in d, [Olm) 14.0

lixture

M16 M20 M24

S 30 S 50 S 90

21.2 26.0 30.8

24.0 30.0 36.0

31.0 37.0 48.0

29.0 35.0 46.0

18.0 22.0 26.0

M30

S 180

38.0

M36

S 250

45.2

62.0 I 76.0

33.0 39.0

M42

S 300

52.4

70.0

45.0

I) Far balt anchors with sealing on bottom cf sleeve (material 3 + 4) the values have to be decreased by 3.0 Olm.

DEMU Bolt anchor

Intended llse Annex B2

Positions 01 the lixture, installation parameters

Z69897.15 8.06.01-24114

01 European Technical Assessmen! Deutsches ETA-13/0401 014 December 2015 Institut

für English translation prepared by DIBt Bautechnik DlBt

The mentioned spacings, edge distances and member thicknesses apply also for anchors installed in the front edge.

Table 82: Mln. Ihlckness 01 concrele member, mln. edge dlslances and spaclng

Thread size d mml M12 M16 M20 M24 M30 M36 M42

Minimium spacing Smln [mm[ 100 100 120 150 180 220 260

Minimum edge dislance emin [mm) 50 50 60 75 90 110 130

Minimum Ihickness 01 concrele hmin [mm) hnom + Cnom 1) member

1) Co•rn acc. EN 1992-1 wilh Co•rn � 20

DEMU Bolt anchor

Inlended use Annex 83

Arrangemenl of anchors and member Ihickness

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of Eu,opean Technlcal Assessmen! ETA-13/0401 of 4 Decembe, 2015

Engfisll Iranslation prepared by DIBI

Installation instruction - part 1

1. Scope of delivery

1966

2. Fixing of the anchor to the formwork

3. Pouring and compacting of concrete

DEMU Bolt anchor

Intended llse Installation instruction - part 1

Z69897.15

Deutsches Institut


1) Selection of bolt anchor in accordance with the planning documents.

1 a) DEMU Bolt an chor 1988 GV I FV I A4-50 I A4-80 or DEMU Bolt anchor 1985 GV

1 b) Data clip for bolt anchor 1988 GV I FV, colour: grey; Data clip for bolt anchor 1988 A4-50, colour: white; Data clip for bolt anchor 1988 A4-80, colour: black.

1) Attach data clip to the bolt anchor (this does not apply for type 1985).

2) Fix the anchor to the formwork with the help of DEMU assembly accessories (e. g. nailing plate) or alternatively by hexagon bolts.

-, The inside of the threaded socket must be protected against ingress of dirt and water.

3) If necessary, supplementary reinforcement has to be placed according to the planning documents.

1) Pour concrete carefully, make sure the anchor stays in place!

2) Compact concrete carefully, avoid direct contact between compacting device and bolt anchor.

..... The anchor must not be moved by force or damaged!

Annex 64

8.06.01-24/14

of Eu,opean Technlcal Assessmenl ETA-13/0401 of 4 Decembe, 2015


Installation instruetion - part 2

Deutsches Institut


4. Hardening of the conerete, striking the formwork

5. Mounting of fixture

6. Maximum torque moments

DEMU Bolt anehor

Intended lIse Installation instruction - part 2

Z69897.15

1) Remove assembly aeeessories and formwork.

2) Cheek il the inside 01 the threaded sleeve is free fram dirt, otherwise clean it; further proteetion against ingress 01 water, dirt, ete. until required lor use (e. g. by using DEMUsealing eap).

1) Make sure that the eonerete has reaehed its linal strength.

2) Cheek the length 01 the required bolt. -> Maximum I minimum serew-in length according

to Annex B2!

3) Mounting 01 the fixture -> Use fixing eomponents aecording to Annex A5,

Table A5. -> Maximum torque moments, see table below! -> Take additionally eare 01 assembly adviees

for the fixture.

Apply torque moment with the help of a torque wreneh. T,ns, must not be exeeeded.

Maximum lo'que moment Tin"

Th,ead d [mOli M12 M16 M20 M24

Max. torque moment max. Tins, [Nml S 10 S 30 S 50 S 90 Th,ead d [mml M30 M36 M42

Max. torque moment max. T,nst [Nml S 180 S 250 S 300

Annex 65

8.06.01-24114

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esis

tance

IN ��

I[kN]

42

.2

I 8

1.0

I

11

0.3

I

Parti

al s

afet

y fa

dor

Ivlob I

1[-]

2.8

6

I 3

.09

I S

tee

l fa

llu

re

. boI

tanc

hor

mat

eria

l 3:

A4

-SO

an

d screw

min

. st

� s

tren

A

4-7

0

mad

e cf

sta

inle

ss s

teel

C

hara

deri

stic

resis

tance

N ..

... I[kN

] 4

6.4

8

1.0

I

11

0.3

I

Parti

al s

afet

y fa

ctor

V�

, [[-]

3

.09

I

St

eel

fail

ure

. boI

t anc

hor

ma

teri

al

4:

A4

-80

an

d scre-N

min

. st

eel s

tren

Qth

A4

-80

m

ade

cf s

tainles

s steel

C

hara

cter

istic

resista

nce

IN ... .

I[kN] I

5

9.0

I

12

5.6

I

18

0.1

I

Partia

l saf

ety

fad

or

Iv� ,

1[-] I

1.4

8

I 1

.60

I

1.4

8

I P

ult-Q

ut

(a

llu

re

Cha

ract

res

ista

nce in

crac:l<

ed co

ncre

te

C20

J25

N o..,

[kN]

25

.1

I 4

4.7

I

69

.8

I C

hara

ct r

esis

tance

in Ur1C

f3c:1<ed

conCl'ete

C

20/2

5

N . .. ,

[kN]

35

.2

62

.5

97

.7

C25

130

"'0

[-I

C30/3

7

"'0

[-I tn

cre

asin

g fa

ctor

s fo

r NRI<.P

in cra

cked

and

C

3S

l45

"'0

[-I

uncr

acke

d co

ncre

te

040/5

0 "'0

[-I

04

515

5

"'0

[-I C

50/60

"'0

[-I P

artial

saf

ety

fact

or

V.., ,

[-I

J in

abse

nce c

f oth

er n

atio

nal req

ulati

ons:

.IJ on

l av

aila

ble

in G

V m

ater

ial 1

acc. to

Ann

ex A

4)

M2

4

M3

0

M36

14

1.2

I

224

.4

32

6.8

2.0

0

17

6.5

-,

2

80

.5

-,

40

8.5

2.0

0

21

9.5

I

33

5.0

I

49

0.5

1.5

8

28

2.4

I

44

8.8

I

1.6

0

I

10

0.5

I

168

.9

I 2

40

.3

14

0.7

I

236

.4

I 3

36

.4

1.2

0

1.4

8

1.8

0

2.0

0

2.2

0

2.4

0

1.5

0

M4

2

44

8.4

2j

-,

560

.5�

I 588

.1 :":l

I 3

41

.0

I 4

n.4

� � ::- ii � g: ." Öl ." " Öl Q.

� '" §

m-c

.-,

,,

�'"

.:,.

..

<.>�

_

<n

�O

0

-�

m

o "

-

�

... .g

0"

..

Ol

" "

"'-'

3

.. co

"

.. ::

:r �

"

"'c;

O"

�

-<n

�

V>

V>

..

V> 3 .. �

g> 0

I:

.. �

-

I:

" �

-"

V>

'"

=-�

"

:1_

;:::0::;'-

_·C

:C ctI

:;I

I;".,_

cn

N

�

�

�

�

�

;;

0-0

0

::T

,"

m

D>""

:s:

�

0 D>

�

C

!l3

'" D>

(JJ

::::!.=:I

0

'" 0

""

=:':

(1)

0",

'"

ö1

:::l

()

C

::r

'" g

'" Q a; ;:,

'"

ö- ;:, 0- D> a.

!"

"- <n- -0 0;- 0

'" 3 '"

;:, in § "- !!1 a; ;:,

'"

ö- ;:, 0- D>

a.

'"

»

;:, �

� x

'"

0

� '"

'"

� .:

Tab

le C

1 b: C

harae

terl

stlc

valuc

s for

t�sio

n load

s Th

read

si%

e d

mm

C

oncr

ete

eo

ne

fa

ilu

re

Effective an

chor

age

depth

h ... ')

(m

m]

Fad

or to

take

into

acco

unt the

influe

nc:e of

Ioad

trans

fer

""

[-I m

ech

an

i$m

s in

crnCk

ed an

d un

crack

ecl con

crete

k,..

[-I C

hara

cte

ristic

spacing

"'

. [m

m]

Cha

rac

teris

tic e

dg

e di

stance

0.

. [m

m]

Partial

safety

facto

r y�

"

[-! ;tti

Effective

anchorage

dep

th

h ... t)

(mm

)

Ch

aract

eristic spaci

ng

"'�

[m

m)

Cha

rac

teris

tic e

dg

e d

istance

c.

�

(mm

)

Par

tial saf

ety fa

ctor

Y.�

, [-J

M,

2

M12X

55

: 4

9_

M12x

10

0:

94.

M12x

15

0:

144

. -

M12x

SS

: 4

9_

M12x

10

O:

94.

M12x

15

0:

144

. -

M'

6

1

M2

0

M16

x7

5:

07

_ M2Ox9O:

7

9_

M16

x1

40

: 13

2.

M2

0x

150

: 13

9.

M1S

x22

0:

212

. M

2O

x1

80

: 16

9.0

-

M20x270

: 2

59

.0

M16

x7

S:

67

_ M

20

x9

0:

79

_

M16

x14

0:

132

. M

20

x15

0:

139

.

M16

x22

0:

212

.0 M

20

x18

0:

169

. -

M20x270

: 2

59

.

'I for bel

lt anc

hor type

.198

5 t

he

values

have to

be de

crea

sed

20

mm

: �

in ab

senc

e cf

ethe

r na

tiona

l re;ul

ations

Tab

le C2

: DispLac:

::ements

under

tens

ion lo

ads

Thread

size

d m

m

M,

2

M,

6

M20

lurs.pta

cem

ents

ÖtIo to

0-, m

m to

r sn

ort term

IOac

hng

In

crac

ked

and

unc

rack.

ed co

ncre

te u

neer

follo

win

g te

nsio

n N

[l<NI

14

.0

20

.0

29_0

load

s 1)

} for lo

n9 te

rm te

nsio

n Ioa

ding tt

le d

ispl

acem

ents

Öw-ca

n be

incr

ease

d to

1.8

mm

M2

4

I M

OO

M2

4x

11

0:

97

_ M

3OX1

60

: 14

3.

M24

X2Q

O:

187

. M

3Qx24

Q:

223.

M2

4x3

20

: 3

07

. M

30

x3

80

: 3

63

. -

-8

_5

11

.9

3.0

· h

er

1.5

· h ..

.. ,_SO

M2

4x

11

0:

9i

. M

3O

X16

0:

143

.0

M2

4x:2

00

: 18

7.

M3

0x2

40

; 2

23

.0

M2

4x3

20

: 3

07

.0 M

30

x38

O;

36

3.0

-

-4

.0·

h.,

2.0

· h

.

1.5

0

M2

< M30

40

.0

63

.0

M3

6

L

M4

2

M3

6X3

00

: 2

79

.0 M

42x3

00

: 2

76

.0

M3

6x

42

0:

399.

M4

2x

46

0:

43

6.0

--

M36x3OO: 2

i9

. M

42x3

00

: 2

76

.0

M36

x42

0:

39

9.

M4

2x4

60

: 4

36

.0

--

M3

6

M4

2

83

.0

113

.0

� � ii " [S- � � '" <> Q.

�

CJ §

m-o

-<

'"

l>'"

.!.

'"

""�

0

'"

... 0

0

-�

m

o 0:

-

�

... .g

0'"

'"

'"

,,:.

"'

-<

3'"

er

" ",

=

� :.

"'

c;o

'"

�-

"'l>

..

..

'"

..

..

3 '" ;a

g> 0

"

..

_

_

0:

.. ,,

"

..

..

'"

-"

:s

_;:

:;.":;r

_.c

,c CD

7I:'

.....

. cn

I � � � Ä

0"

::

:.-<1> "'

'''

� 0

'"

�

!l3

(l) '"

::::!.

;:';

'" "

�

CD

" '"

< �

� '" 0' � '" ""

(l) � Ci

'"

C- '"

0

m

s: c

{D

0

�

'"

::>

0

;;y

Q

>- :::> ä; x 0

'"

Table

C3a: C

ha

racte

rlsti

c: v

alu

es

for

$he

ar

loa

ds

Thread si

ze

d

[mm]

M'2

M,6

M20

1 M2

4 1

M30

1 S

he

ar

loa

ds

with

ou

t le

ve

r arm

Grou

p factor

(CENITS

1992-4-

2, 6.3.3

.1>

Ik, 1[-]

1

'.0

Ste

et

tail

ure

. boI

t anchO

r(mate

n3l1 o

r 2) an

d screw

(min.

steel s

trength

4.6) m

ade cf

electropl

ated I h

Ot-dlpped

gahQn

rsed ste

el Ch

aracte

ristic r

esista

nce

I VRl<.s

l[kNJ

16,9

1

3',�

1 49.

0 1

70,6

1 112

,2 1

Partial

safety

factor

Ivlob 1)

1[-] 1

1,6

7 S

tee

l fa

ilu

re.

bolt 3n

chOr (m

aterial

1 er 2)

and sc

rew (m

in. steel

streng

th 5.6)

made

cf elec

troplated

I hot-d

ipped ga

hl3nise

d steel

Cha

racteri

stic res

istance

I VR

�. s l[k

NJ 1

21.1

1 39.

3 1

61.3

1 88.

3 1

140.3

1 Pa

rtial sa

fety fac

tor IVIM

') 1[-]

1 '.67

S

tee

l ta

ilu

re,

boIt an

chOr (m

aterial 1 or

2) and

serew

(min.

steel str

ength 8

.8) ma

de cf

electro

plated

I hot-d

ipped ga

l>.anise

d steel

Cha

racter

istic res

istance

IVR

I<.& l[k

NJ 1

22.9

1 46.

5 1

69.8

1 109

,7 1

167.5

I Pa

rtial safety

faetor

IVMs '1

1[-] 1

1,32

Ste

el

fail

ure

. bolt

ancho

r (mate

rial 3:

A4-50

) and s

erew (m

in. ste

el strengt

h A4-50

) made

d sta

inless s

teel

Chara

cteristic

resista

nce

IVR .....

l[ kNJ

1 21,

1 1

40.5

1 55,

1 1

Partia

l safety fae

tOl'

Iv ... 1)

1[-] 1

2.38

1 2.5

8 1

Sre

el

tail

ure

. bolt

anehO

r (material

3: A4

-50) and

serew

(min.

steel streogth

A4-70

) made

of sta

inless

steel

Charae

terist

ic res

istance

IVR

It. $ l [k

NJ 1

23.2

1 4

0.5

1

55.'

1 Pa

rtial safety

faetOl'

Iv ..

. 1) 1[-]

1 2.5

8 1

Ste

el

tail

ure

, bel

lt anchO

r (mate

rial 4:

A4-80

) and

screw

emin.

steel s

trength A4

-80) m

ade r:A

stainles

s steel

Cha

racteri

stic res

istance

IVR

..... l[k

NJ 1

29.5

1 62.

8 1

90.0

1 141

.2 1

224

.4

1 Pa

rtial safety

factor

IY�

1) 1[-]

1

'.23

1 '.33

1

'.23

1 '.33

1

Sh

ea

r lo

ad

sw

ith l

ev

er

arm

: see

Annex

0;.. Ta

ble C3b

Pry-out

tallu

re

M12x5

5: 1.0

1 Fac

tOf

k, [-I

M12x1

00:

2.0

2.0

2.0

2.0

2.0

M12x1

50:

2.0

Partial

safety

factor

VIoAeP 1

) [-J

'.50

Con

crcte

ed

ge

tail

ure

(w

itho

ut

sup

pl.

re

info

rcem

en

t)

M12x5

5: 47.

0 M16x

75:

65.0 M

20x90:

77.

0 M24x

110:

95.0 M

3Ox160

: 14

1.0

Effecti\e

leng

th

of fixi

ng anc

hOr (for

shear

loads)

\ Im

m] M1

2x100:

92.0

M16x1

40: 13

0.0 M

20x150

: 137.

0 M24x

200: 1

85.0 M

30x240

: 221.

0 M1

2x150:

124.0

M16x

220: 1

68.0 M

2Ox180

: 167.

0 M24x

32O: 2

56.0 M

3Ox380

: 320.

0 -

-M2

0x270:

208.0

-

-EfI'ecti\

e outs

ide

diame

tef'

......

Imm]

15.5

21,0

26.0

32.0

40.0

Pa

rtial

safety faet

Ol'

VNce 1)

[- J '. 50

1) in

abseflC

e cf ot

her national

regulations

: 2) on

Iy a\lail

able in

GI! (m

atetria

l 1 sec

. to An

nex A4

)

M36

1 M4

2

163,4

1 224

.22')

204.3

1 280

.321

245.2

1 2

94

.12

)

2.0

2.0

M36x3

00: 2n

.o M4

2x300:

V4.0

M3

6x42O:

380.0

M42x4

60: 43

20

--

47

.5

54.0

I � � ".

� " iS g " Ci! 1; Ci! Cl.

� §

m-o

""

0>

:l>CC

.!.

'"

w�

0

'"

... 0

0

-�

m

0'"

-

�

... .g

0'"

'"

0>

<> "

3;1

0-

<>

",=r

�

"

NO

0

0>

�-

"':I>

'" '" '" '" '" 3 '"

%

g> 0

<:

'" -

-<:

'"

::

n

00

=r

_

n

::1_

::+::

::1" -'

c:c

CI

"'�

_UI

N

m

'"

�

'"

:::

�

..

o

m � � �

O-U

::T

<>

"'''

' �

0

'" �

0

-_

::J

<> '"

�.

� '"

0

�CD

0

",

< !!C

t: (l) '" Q '"

::T

(l) � 0" '"

"- -'"

"- 0;.

"0 in

0

(l) 3 <>

::> <t § "- CD

�

'"

::T

'" � 0" '"

"

-'"

»

::> ::> '" x o

..,.

0

m

s:

C

UJ

0

..

0>

:::>

0

:::T

0

�

Tabl

e C3

b: Cha

racterl:stic

va

lues lor

shear

loa

ds

Thr

ead

size

d Ilm

mlJ

M1

2

M16

Sh

ea

r Jo

acIs

wlt

h le

vet'

arm

Stee

l 'a

ilu

re.

bolt anc

hor

mat

eria

l 1 Of'

2) a

nd screw

min

. ste

el strenoth

4,6

m

ade

01 eI

ate

d I hat

.. (f

Cha

racteristic

res

ista

nce

IM-....

l(NmJ I

5

2.4

I

133

.2

Par

tial saf

etyfactor

I v

lols '

I[ - J I

S

teel

failo

re.

bOIt a

ncho

r m

ater

ial 1

Q{ 2

3

nd scr

ew m

in.

stee

J s

th 5.

6 m

ade

of e

lectr

opla

ted

I hot-d

i C

hara

den

stic

resi

stance

M"�

t[Nm

] 6

5.5

16

6.5

Part

ial sa

fety fa

ctor

y� ,

1[-] S

tee

l fa

ilure

. \)oft

anc

hOr

mat

erial 1

Cf

2

and

serew

min

. ste

el s

tre

8.8

m

ade

of e

ie

ted I

hot-d

i C

hara

cter

istic

resi

stanc

e IM-

....

l(NmJ I

10

4.8

I

26

6.4

Partia

l safdy

factor

Iv..,.

, 1[-]

I S

teeJ

fallu

re.

boIt an

ehor

mat

eria

l 3:

A4-5O a

nd screw

min

. stee

l str

enqth

A4-

SO m

ade

of s

tain

less

stee

l C

haTaCt

eris

tic re

sista

nce

M"JO<.. J

(Nm]

Partial

safety

factor

y* ,

[-J S

tee

l fa

ilure

. boIt

anch

or m

aterial 3

: A4-SO

and

sereN m

in. st

eel s

tre

Cha

racteristic

resi

stanc

e IM"

RIu, P

artial

safety

factor

Iv""

•

(NmJ

1[-1 S

teel

fall

ure

. bel

lt ancho

r m

atena

l 3: M

-50

and screw

min

. steeI s�

ng

Cha

racte

nstic

resi

stanoe

"'

-....

(NmJ

Par

tial sa

fety factor

y�

, [-J

Stee

l fa

llure

. bel

lt ancho

r m

ater

ial 4

: �

and

5ae-l/

min

. ste

el s

tre

Cha

racteristic

resi

stano

e IM "

... l(N

m J P

artial

safety

factor

Iy

� ,

I[- J

65

.5

166

.5

2.3

8

A4-

70

mad

e of

sta

inles

s st

eel

91

.7

I 3

83

.7

1.56

I A4-8

0

made Of

st3Iin

less

steeI

161.

6

383.7

2

.58

A4-8

0 m

ade

Of sta

inJes

s st

eel

104

.8

I 2

66

.4

') in

absence

of o

the

r nat

iona

l requl

atior'ls;

.) o

nly

avaa

able

in GY

(mat

eria

l 1 ac

c. to A

nnex

A-4

Tabl

e 04

: DIs

pla

ceme

nts

under

shear loa

ds

Thread

size

d

mm

M

12

M

16

Dis

ptac

emen

ts Ovo

10 1.

5 m

m fO

r Short t

erm IOatMg

in

cracked

and

uncracked

concrete

und

er fol

Jowin

g shea

r V

[k NJ

13.0

2

3.0

Joad

s 11

I tot Io

ng te

rm s

hear

Ioad

ing the

äJSptac:e

men

ts Öv-

can

be increased

to 2

.0 m

m

M20

1 M2

4

1 M30

o a

lvan

ised

ste

el

I 2

59

.6

I 4

49

.0

I 8

99

.6

1.6

7

J)3lv

anis

ecl ste

eI

1 3

24

.5

1 5

61,

3

1 1

12

4.5

1,5

7

oalv

anis

ed s

teel

I 5

19.3

1

89

8.0

1

179

9.2

1.2

5

1 3

24

.5

I 1 1

65

9.4

1

2.5

8

I 1

65

9.4

1 1

I 5

19.3

1

89

8.0

1

179

9.2

1.3

3

M20

M2

4

M3

0

36

.0

52

.0

82

.0

1 M36

1

M4

2

I 15

81.

0

I 2

54

1.1

2)

1 19

76

.3

1 3

176

.32)

1 3

16

2. 1

5

08

2.1

2)

I

"'36

M4

2

120

.0

160

.0

� '" � ::r ii "

� g "b <> -g <> Cl.

�

D §

m-o

..

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.:.

'"

c.>�

-

0>

�O

0

-�

m

Oe:

-

�

.. .g

0'"

'"

..

""

3;1

c"

"

",:r

�

"

"''

' 0

"

�-

"'lo

"'

"'

'"

"'

"'

3 '" ;?

il' 0

<:

'" -

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01 European Technlcal Assessmen! ETA-13/0401 01 4 December 2015


Table es: CharacterlSllc valuos tor roslstance 10 flre Throod sizo Id 1101011 M12 I S��ol lollur�n��;:�;'S�

oO� �;:n�

h::r��do�R�;n ' N"" j" " ��. ,n), R30 W", .• '[kNI 1.5

reslstance R60 [F",.n [kNI 1 . 1 R90 IF". , .o [kN) 1.0 R120 [F" , . o [kN) 0.7

Partial sololv loelor Iv, .. ..,"' )-) R30 IM"".,.o [Nm) 2.6

i R60 [M"" .•. , )Nm) 2.0 R90 [M" " .•. 0 [Nm) 1.7 R120 [W" .•. , [Nm) 1.3

Parlial [V" •. " ' [-) �!�,OI IOliuro lor 10�S�00� :�:, �h::r�:��' �:�;" = N."" ".�o�1"" )'

R30 ' ", .•. n [kN) 2.2 / 2.5 " resistance R60 ''' •. n [kN) 1 .6/ 2.1 "

R90 '" .•. n kN) 1 .5/ 1.6 " R120 '" •. n kN) 1 .2 / 1.3 "

IPorli" .. rolV loelor IVM •. , -) R30 IM'" .... , Nm) 3.9

I .... '"'' .......... , " .. ,,, resistance R60 IM" " .•. 0 [Nm) 3.3 R90 IM"".,., [Nm) 2.6 R120 IM" "' .•. 0 [Nm) 2.1

IPorlial sololV loelor .VM •. O 1-1 I I ralluro

resistance I R90 IN",.o :kN) I R120 IN",., :kN)

IParlial sololV raclor Iv" •. , -) I cono ralluro

resistanco R90 N",. l)kN) R120 N".,. l)kN)

, spaelng s".I/.n I)mm) , odga dlslaneo e".I/,n Ilmm)

IPartial aalolv laelor V"' ... . , 11-) I .<V-oul lalluro i reslstance I R90 V".".o kN)

I R120 V"."., kN) IParlial salelv raelor V".o " -)

1 0dgo rollura i resistance R90 V"." , IlkN)

R120 V"."fl IlkN) If'!rIi!' solelv roclor VM,., .

, 11-1

Deutsches Institut


M16 I M20 I M24 I M30 I M36

I I sloel 3.0 4.5 7.1 10.6 15.6 2.3 3.4 5.3 6.1 1 1 .9 2.0 2.9 4.6 7.0 10.3 1.5 2.3 3.5 5.4 7.9

1.00 6.7 13.0 22.5 45.0 79.1 5.0 9.7 16.6 33.7 59.3 4.3 6.4 14.6 29.2 51.4 3.3 6.5 11 .2 22.5 39.5

1.00

4.5/4.6 " 6.6 10.6 16.2 3.6/ 3.9 " 5.6 6.6 13.5 -3.0 / 3. 1 " 4.5 7.1 10.6 2.4 1 2.5 " 3.6 5.6 8.6

1 .00 10.0 19.5 33.7 67.5 8.3 16.2 28.1 56.2 6.7 13.0 22.5 45.0 5.3 10.4 18.0 36.0

1 .00

N .. '.'"'' = 0.25 • N .. , N" ,"">G' = 0.20 • N",

1.00

, = 11.,1200 • NP"., < NP" .• NP".,.,,,,., = 0.8 ' h,,200 ' NP"., < NP".,

4.0 ' h., 2.0 ' h" 1.00

, = k, • N", .• ,,, V" , = k, '

1.00

\I"",'J'''' = 0.25 ' \1""., \1""., .. ,,,,, = 0.20 ' \1"".,

1.00

M42

19.0 14.2 12.3 9.5

127.1 95.3 62.6 63.5

-

I" in obsonee 01 olhor n,lional I ; " hlnhor valuo ooollo. lor malonal 3 (ace. r A4J

DEMU Bolt anchor

Performances Annex es

Characteristic values lor resistance to lire

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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.

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