tips - peri asd6953a6c-c7dc-4519-bb76-6a3eef17fe9b/... · actual kicker load [kn] f av 2.00 1.50...

7.

250

250

275

2500

100 75 50 35 25

300

325

350

375

400

400

425

450

475

500

100 75 50 35 25 DM 75 DGEDISE DAW DWD 5 DWD 10

25 –

37

250

12

250

170

6.

2.

3. 4.

5.

Lifting Hook DOMINOItem no. 066091

Ausgabe 08 | 2008

Original Instructions for Use

Pallets and Stacking Devices

Edition 11 | 2011

Original Instructions for Use

20

24

25

30

35

36,5

30

20

25

36,5

24

25 35

DM 75

DM 75

DM 75

DM 75

DM 75

DM 75

D 50

D 50

DM

75

DM

75

cc

cc

1,25

m

0,75

m

250

250

150

125

125

75

DWD 5

DWD 5

DWD 5

2 DWD 5

DWD 5

DAW DGE DGE DISE

DPA

≤ 30°

≤ 30°

2,5

m 2,2

m0,

3 m

55 kN/m2

DWD 5

DWD 5

Extension Units

Edition 03 | 2013

Tie hole positionCompensation Waler DAR 80DOMINO DRS Alignment Coupler

Width

Height

17 – 83 cmWith Inside Steel Corner DISE and Multi Panel in 3 cm increments.

Inside Steel Corner DISE

Inside Steel Corner DISE

Compensation Waler DAR

Compensation Waler DAR

Stopend Tie DSA

Compensation Waler DAR

Transportation and Storage

Follow Instructions for Use!

Follow Instructions for Use!

Instructions for Use for the DOMINO Lifting Hook

Instructions for Use: Pallets and Stacking Devices

Lifting Hook DOMINOItem no.: 066091

Stacking Device DOMINO, galv.Item no. 066094

Moving a stack of panels with DOMINO stacking device.

Lifting Hook DOMINOFor moving upright single panels or panel units. Maximum lifting capacity of 500 kg, at a crane sling angle of max. 30°.Always use in pairs!

Stacking Device DOMINO, galv.Simplifi es stacking and crane transport of max. 8 elements of one size. The stacks can also be moved with a fork-lift truck. The maximum load-carrying ca-pacity is 250 kg per stacking device.

Moving of large-sized panel units with theDOMINO lifting hook.

outside outside inside inside

25 – 37 cmWith Inside Steel Corner DISE and fi ller timber till max. 10 cm.

For fi xing the base plates.

Anchor Bolt PERI 14/20 x 130Item no.: 124777

Load assumptions:– Formwork in vertical position on top edge

of guardrail– Wind loads according to DIN 1055-4:2005-03 w = q(z) ∙ cp ∙ κ [kN/m2] – Inland, Wind Load Zone 2– Peak velocity pressure q(z) = 0,59– Assumed aerodynamic coeffi cient cp = 1.8– Service life factor κ = 0.6– Inclination of the push-pull prop to the

horizontal 60°– Values are characteristic values.– With deviating boundary conditions,

PERI design tables should be taken into account and the permissible width of infl u-ence (WI) is to be adjusted accordingly: WI = WIref x wref/w

w =

q(z

) ∙ c

p ∙ κ

[kN

/m2 ]

Lifting forces to be anchored FA,d = 1,5 x VWind – G x h with G = weight per unit area of the formwork including platforms.

Planking and guardrailsThey are to be installed according to DIN 4420. The width of infl uence of the bracket is 2 m with a permissible load of 150 kg/m2. Guardrails are installed using Guardrail Post HSGP.

Maximum width of infl uence HSGP:2.10 m with handrail boards,2.40 m with side mesh barrier

Guardrail Post HSGP-2Item no. 116292

Guardrail Post Holder DOMINOItem no. 106877

Perm. width of infl uence [m] EBref 3.60 2.91 2.34 1.92 1.43 1.14

Actual push-pull prop load [kN] FRS 5.00 5.00 5.00 5.00 5.00 5.00

Actual kicker load [kN] FAV 2.00 1.50 1.10 1.10 1.10

Bas

e Pl

ate

Resulting force [kN] 5.00 6.60 6.20 5.80 5.90 5.90

Resulting angle of attack [°] 60 47 50 53 52 52

x = x 0.60 1.20 1.20 1.20 1.60 2.00

y = y 0.50 0.50 0.75 1.00 1.25 1.50

DOMINO panels and accessories makes forming single-column or wall footings a breeze.

AccessoriesBrace Connector DRAFor connecting push-pull props and kicker braces to the horizontal struts of the DOMINO panels.

Scaffold Bracket DG 85The bracket for a 850 mm wide concreting platform. Simply hook in and secure with pins.

Brace Connector DRAItem no. 066082

Scaffold Bracket DG 85Item no. 066085

Ready-to-use DOMINO formwork with push-pull props, concreting scaffold and handrails.End Guardrail Frame 55Item no. 065066

View A

Push-Pull Props and Kicker Braces

Table for PERI push-pull props and kicker braces

Push-pull props and kicker braces serve to align the formwork and to transfer wind loads.To be arranged as shown in the follow-ing drawing and table.The fi rst panel must always be braced with 2 push-pull props.

Additional push-pull props according to the table. Connection to the DOMINO panel is carried out by using the Brace Connector DRA and to the ground by means of matching Base Plate and An-chor Bolt PERI 14/20 x 130 or similar.

Wall Thickness Compensation

Wall Thickness Compensation

Filler Support

0.130660307.82 kg (aluminium)

0.2510198611.6 kg (aluminium)

0.080660334.15 kg (wood)

0.081259444.79 kg (aluminium)

0.051245772.48 kg (wood)

0.060660484.03 kg (aluminium)

0.131019645.94 kg (aluminium)

0.040660532.07 kg (wood)

0.040660682.52 kg (aluminium)

Note:Protection against lifting is provided if 1,5 x VWind – 0.9 x G x h > 0

*If neccessary, the distances must be adapted to the existing system meas-urement of the formwork system.

Distance of base plate from rear edge of formwork [m]

*Top connection point from top of formwork [m]

Formwork Height h [m]

1.50 2.50 2.75 3.00 4.00 5.00

Centre Section MT, without water bar

Centre Section MTF, with water bar

DOMINO panelsW

idthHeight

Multi-Purpose Panel

Articulated Corner

Internal Steel Corner

Outside Corner Angle

The concrete cover c is 2.5 cm or 5 cm.

Stopend Tie DSA with Wingnut Pivot Plate.

3 x Compensation Waler DAR for 2.50 m panel height.

Ste

elA

lu-

min

ium

Ste

elS

teel

Alu

-m

iniu

mS

teel

m2

Item no.Weight

m2

Item no.Weight

m2

Item no.Weight

m2

Item no.Weight

m2

Item no.Weight

m2

Item no.Weight

2,5006602087,7 kg

1,5012449856,5 kg

1,8806602271,6 kg

1,1312450446,1 kg

1,2506602554,4 kg

0,87512550144,1 kg

0,7512451034,2 kg

0,6306602637,7 kg

0,3812452322,7 kg

0,5312451726,9 kg

1,8806602476,5 kg

1,1312453851,3 kg

1.2506602939.0 kg (aluminium)

0.7512460523.7 kg (aluminium)

1.2512624266.0 kg

0.7512628640.0 kg

0.5906602810.5 kg (aluminium)

0.35 1246086.49 kg (aluminium)

2,5006602159,5 kg

1,8806602347,5 kg

1,8806603250,2 kg

1,2506604047,3 kg

0,9406604138,7 kg

0,6306604328,6 kg

0,4412549422,4 kg

0,3106604418,6 kg

0,9406604243,7 kg

0.6306604721.3 kg (aluminium)

0.6312628033.4 kg

0.29 0660465.49 kg (aluminium)

0,7506606032,4 kg

0,5606606126,6 kg

0,3806606319,3 kg

0,2612548614,5 kg

0,1906606412,1 kg

0,5606606231,6 kg

0.3806606712.8 kg (aluminium)

0.3812627420.5 kg

0.18 0660663.5 kg (aluminium)

1,2506605031,0 kg

0,9406605124,8 kg

0,9406605227,3 kg

max

. 36.

5 cm

h

y

FRS

FAV 60°

x

FA

7. Stopend FormworkWith DOMINO Stopend Panel MT/MTFFor continuous reinforcement, with or without waterstops.

With conventional stopend formworkWith Compensation Waler DAR and stopend formwork supplied by contractor.

2. Longitudinal compensationLongitudinal compensation up to 12 cm– up to 10 cm with alignment coupler DRS– over 10 cm with alignment coupler DRS

and compensation waler DAR 80.

Longitudinal compensation up to 30 cmWith fi ller support DPA, compensation waler DAR and fi ller plates supplied by the contractor.

Without exception, all current safety regulations must be observed in those countries where our products are used.

Tips for ensuring smooth construction progress

• Spray formwork on all sides with PERI Bio Clean before every use.

• Spray-wash formwork back with water immediately after concreting. This reduces the amount of cleaning work.

• Always start from a corner or diffi cult area. At the same time, take the wall thickness into

consideration (see corners).

• Only use as many ties as necessary. Seal unused tie holes with Ø 20 Plugs, Item no. 030290.

DOMINO D 250 steel hydrostatic = 62,5 kN/m2 Line 7 60,0 kN/m2 Line 6

DOMINO 250 aluminium Line 6

50,0 kN/m2 Line 5

4. Oblique angles ≥ 75˚External articulated cornerComponents needed for each side for 2.50 m panel heights: – fi ve alignment couplers DRS– two compensation walers DAR

For 135° corners: two DGE 135° external positioning pins

Internal articulated cornerComponents needed for each side for 2.50 m panel heights: – four alignment couplers DRS

For 135° corners:two DGE 135° internal positioning pins

The DOMINO Alignment Coupler DRSFastens, aligns and tightens in a single operation.

2 pcs. Alignment Couplers DRSItem no. 066080 on 2.50 m panel heights.

Max. fresh concrete pressureDIN 18218

Evenness accordingDIN 18202

5. Wall Offsets0 – 17 cmBy moving the panel laterally and front-sided plywood.

Timber supplied by contractor

Compensation Waler DAR

DOMINOThe lightweight panel formwork for walls and foundations

3. CornersThe 50s panel and the DAW external corner angle form the external corner. Together with the DWD 5 compensa-tor, wall thicknesses from 15 cm to 35 cm in 5 cm increments are possible.

Basic rules for corners:External formwork:Panel D 50External Corner DAWInternal formwork:Inside Steel Corner DISEAdjustment to wall thickness with DWD 5 compensator or timber.

Two DOMINO DRS alignment couplers are needed at each side of the external corner for concreting heights of 2.50 m.

Two DRS alignment couplers are need-ed at the internal corner and the stand-ard panel joint.

Note:When using the articulated corner as a 90° internal corner, the ties may be inserted through the outer holes of the articulated corner. Only when the compensation walers are used, e.g. for oblique angles, the ties may be placed through the inner holes of the articulated corners.

DOMINO DRS Alignment CouplerFastens, aligns and tightens in one sin-gle operation.

DOMINO DKS Wedge CouplerFor standard panel joints as well as external and internal corners.

The DKS Wedge Coupler for standard panel joints with normal requirements.

6. T-JunctionsThe 75 panel and the articulated corner form the T-junction. Together with the DWD 5 compensa-tor, wall thicknesses from 15 cm to 35 cm in 5 cm increments are possible.

Basic rules for T-junctions:External formwork:Panel D 75Internal formwork: Inside Steel Corner DISEAdjusted to wall thickness with DWD 5 compensator or timber.

t fix

hn

om

L

db

1 2 3 4

✓✗

1 2 3

FQ

≤ 1,0

FZ +

FQ

≤ 1,2

Ankerschraube PERI 14/20 x 130Art.-Nr.: 124777

Die Ankerschraube PERI 14/20 x 130 wird zur temporären Montage von Baubehelfen an Stahlbetonbauteilen eingesetzt.

Weitere technische Informationen– wiederverwendbar (siehe Hinweis)– Wirkungsweise: Formschluss

s

c c

s

PERI GmbHSchalung Gerüst EngineeringPostfach 126489259 WeißenhornDeutschlandTelefon +49 (0)7309.950-0Telefax +49 (0)7309.951- 0info@peri.comwww.peri.com

Technische Daten *Zwischenwerte dürfen interpoliert werden.

Ankerlänge L 130 mm

Klemmstärke tfix 6–12 mm

Verankerungstiefe hnom L – tfix

Bohrlochtiefe h1 hnom+10 mm

Bohrer ø (Hammerbohrer DIN 8035) dO 14 mm

Anzugsdrehmoment MD 50 Nm

Schlüsselweite SW 24 mm

Achsabstand s ≥ 500 mm

Randabstand c ≥ 500 mm

Stahlbetonbauteildicke d ≥ 225 mm

Durchgangsloch im zu befestigenden Teil db 21–22 mm

Betonfestigkeitsklasse C20/25 bis C50/60Beton gerissen/ungerissen zul. FZ* zul. FQ*

fck = 10 N/mm2, fck,cube = 12 N/mm2

fck = 12 N/mm2, fck,cube = 15 N/mm2

fck = 16 N/mm2, fck,cube = 20 N/mm2

fck = 20 N/mm2, fck,cube = 25 N/mm2

12,0 kN14,7 kN16,7 kN18,6 kN

35,0 kN35,0 kN35,0 kN35,0 kN

SW 24

FQ

FZ

FZ

≤ 1,0zul. FZ

zul. FZ

zul. FQ

zul. FQ

Interaktionsgleichung

Wichtiger Hinweis:Vor jeder Wiederverwendung muss der Ver-schleiß des Gewindes mit der zugehörigen Hülsenlehre geprüft werden. Die Ankerschraube darf nur wiederverwendet werden, wenn max. 3 Gewinde gänge (siehe Dar stellung) in die Hülse eindringen können. Schrauben mit sichtbaren Beschädi gungen, z.B. durch Korrosionsabtrag, dürfen grundsätzlich nicht verwendet werden.

d

➀

➂

➁

➃

d0

MD

SW 24

h1

Hülsenlehre

Montageanleitung

x

2 DWD 5 + fi ller timber

1.5 cm

Compensation Waler DAR Timber 11.5 cm

Filler timber 1 cm

Compensation Waler DAR

Compensation Waler DAR

Compensation Waler DAR Timber 11.5 cm

Filler timber 1 cm

1. Panel Connections

FoundationsWall footings and single-column footings with the foundation tie spanner and tie bracket.The DOMINO foundation tie spanner for easy shuttering of foundations replac-es the bottom tie position and saves work space and earthmoving operations. Ties are tensioned accurately with a self-cleaning hexagonal spindle.

Using the top tie bracket for the top tie point avoids having to exactly position the DOMINO panels opposite each other. It is possible to tie at any posi-tion of the panel.

DOMINOFoundation Tie Clamp DLSItem no. 066090

DOMINOTop Tie Bracket DAHItem no. 066086

The 1.25 m high DOMINO panels have inset tie points and can be used on their sides without any problems.

EN_DOMINO_P13.indd 1 12.03.13 08:33

DOMINOPanel Formwork

Poster

Edition 03 | 2013

EN_DOMINO_P13_Titel.indd 1 12.03.13 08:38

The optimal System for every Project and every Requirement

PERI GmbHFormwork Scaffolding EngineeringRudolf-Diesel-Strasse 1989264 WeissenhornGermanyTel. +49 (0)7309.950-0Fax +49 (0)7309.951-0info@peri.comwww.peri.com

System-Independent Accessories

Wall Formwork Column Formwork

Slab Formwork Climbing Systems Tunnel Formwork Bridge Formwork

Shoring Systems Facade ScaffoldConstruction Scaffold Industrial Scaffold

Access Protection Scaffold Services

DE

en 0

3 | 2

015

5m

a 7

9042

7 ©

PE

RI G

mbH

EN_Rueckseite_2011.indd 138 25.03.15 15:38