DOMINO Panel formwork - PERI ASb71d3cef-9bfc-4aa5-8929-fab280998988/... · The DOMINO wall formwork system is a lightweight panel formwork for housing and civil engineering (foundations)

DOMINOPanel formwork

Assembly Instructions for Standard Application

Edition 09/2007

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Titel_AuV_Domino mit U4.indd 2 17.09.2007 14:34:10 Uhr

Dokument 1 28.04.2005 12:48 Uhr Seite 1

Legend

Important safety Hints Visual Check Site Tipsinstructions

Page

B7 ExtensionsExtension guidelines 25

B8 FoundationsElement h = 125 26Foundation tie spanner 26

B9 DOMINO AluElements 27

B10 DOMINO 275 28-32

B11 DOMINO 300 34-37

Logistics

C1 Maintenance and cleaning 38C2 Repairs 39C3 Storage and transport 39

Product overview 40-59

Page

Overview 1Introduction 2Product features 2Intended use 2Safety instructions 3

Basic assemblyProcedure 4-5

A1 Element overview 6-7A2 Element connection

Alignment Coupler DRS 8Compensation Waler DAR 80 9

A3 Anchor points 10A4 Push-Pull Props 11

ApplicationB1 Corners

Right-angled corners 12Obtuse and acute corners 13

B2 T-junctions90° 14Obtuse wall connections 15

B3 OffsetsWall offset d = 25 cm 16Height offset 17

B4 Length compensationTimbers 18Filler support DPA 18

B5 Stopend formworkTimber and filler support 19Stopend element 20-21

B6 Concreting scaffoldScaffold DG 85 22-23Guardrails 24

Contents

1

A4

A3A2A1

B1

B2

B3

B4

B5

B6

B7

B5

Overview

A1 Element

A2 Element connection

A3 Anchor

A4 Push-pull prop

B1 Corners

B2 T-junction

B3 Wall offset

B4 Length compensation

B5 Stopend formwork

B6 Working and concreting scaffold

B7 Extension

2

These assembly instructions describethe standard configuration of the PERIDOMINO wall formwork system witha formwork height H = 250.The intended use is shown in the basicassembly, the utilization of individualcomponents and the accessories forspecial applications.

Introduction

These assembly instructions containdetails for the application and intendeduse of the PERI DOMINO wallformwork system. Safety informationand load specifications must befollowed at all times.

Special permission must be givenby PERI if the formwork is to be usedfor other applications other thanthose it has been designed fortogether with the provision ofsupplementary assemblyinstructions.

Product features

In addition, these assembly instructionsare supplemented by details regardingthe correct care of the equipment.Dimensions without any units arespecified in cm.

The programme overview that followsat the end features all systemcomponents complete withdimensions and item numbers.If you should have any questions,please contact your local PERI salesengineer.

Intended use

Only materials in perfect condition maybe used. Any damaged componentsmust be replaced.

All valid safety and environmentalregulations of each country where ourproduct is used are to be observed atall times.

The product has been designed forcommercial use only.

These assembly instructions, as wellas PERI offer and implementationplans, do not replace specificconstruction site work and assemblyinstructions of the operator.

The DOMINO wall formwork systemis a lightweight panel formwork forhousing and civil engineering(foundations) projects with elementsmade of steel and aluminium.The basic equipment includes panel,corner and stopend elements as wellas length compensation and scaffoldbrackets. For element connections,the alignment coupler or wedge clampalong with the compensation walerare used, as well as all additional partsrequired to carry out forming.The elements are used in a verticalposition, and horizontally forfoundations. The units points makethis possible.The system can be extended in 25 cmincrements.Steel components are red powder-coated, aluminium elements areyellow.

Steel elements H = 250– 3 element heights and 4 element

widths– multi-purpose panel– for concreting heights up to 2.50 m:

withstands full hydrostatic pressureaccording to DIN 18202, Table 3,Line 7

– for greater heights, a fresh concretepressure of 60 kN/m2 is permissible= Line 6

Aluminium elements H = 250– 2 element heights and 2 element



– for extensions: maximumpermissible fresh concrete pressureof 50 kN/m2 according to DIN 18202,Table 3, Line 5




Aluminium elements H = 275– 2 element heights and 1 element

width– multi-purpose panel– for concreting heights up to 2.75 m:




maximum permissible freshconcrete pressure of 60 kN/m2

according to DIN 18202, Table 3,Line 6

Dokument 1 28.04.2005 12:48 Uhr Seite 1

3

Safety instructions

These assembly instructions aredirected at site personnel who workwith the DOMINO wall formworksystem.Non-observance of assemblyguidelines and safety informationcan lead to accidents and damageto materials.

Obligations of the operator:

1. The operator must ensure that allinstructions required for theduration of the project are at theuser´s disposal (includes the PERIassembly instructions).

2. All persons working with theproduct must be familiar with thecontent of these instructions andsafety information.

3. Persons who cannot or have greatdifficulty in reading andunderstanding these instructionsmust inform and then be fullybriefed by the operator.

4. The operator has to ensure thatassembly, adjusting anddismantling, moving as well asstandard use of the product issupervised by trained andauthorized personnel.

5. The operator is obliged to provideall prerequisites to ensurecompliance with applicable safetyregulations.

Safety instructions:

1. DOMINO components are to bechecked before every use to makesure they are in perfect condition!Damaged parts are to be replacedby PERI original components!

2. DOMINO is to be erected accordingto the assembly instructions toensure that all load effects are safelytransferred!

3. Ensure stability during all buildingphases!

4. Provide safe working areas forassembly, adjusting anddismantling, as well as moving!(See safety information valid foreach individual country)

5. Safe access ways must be providedfor site personnel to reach allworking areas!

6. Safety barriers must be installedon all working areas to prevent sitepersonnel from falling!

7. Avoid using areas of risk duringunfavourable weather conditions!

8. Striking only takes place when theconcrete is hard enough and sitemanagement has given the go-ahead!

9. Use suitable tools and equipmentduring striking and moving! Do nottear away formwork elements fromthe concreted wall with the crane!

10.Do not put the stability of thestructural elements, scaffolding andformwork components at riskduring striking!

11. Only transport formworkcomponents with hoisting and load-carrying equipment if suitableattachment possibilities areavailable!

12.The weight of the componentsmust not exceed the permissibleload capacity of the lifting gear!

13.Remove any loose parts or secureaccordingly to prevent them fallingoff!

14.Remove lifting accessories from alowered formwork component orunit only when it is in a stableposition!

15.Formwork elements are to beguided with ropes during strongwind conditions! Avoid anycollisions with other objects!

16.Components must be stored andtransported in a stable position toavoid any unintentional movement!

Care instructions for the formlining

An immersion vibrator complete withrubber cap minimizes any damage tothe formlining.

Spacers with large support plates forreinforcement reduce indentations

Additional regulations:

Currently, the following is of particularimportance:– German Health and Safety at Work

Regulations (BetrSichV)– Technical Guidelines for Health and

Safety at Work (TRBS)

Further applicablePERI product information

Instructions for Use:DOMINO Lifting HookPallets and Stacking Devices

Technical dataFormwork Tables

4

Procedure

Primary panel1. Assemble in a horizontal position.

2. Attach push-pull props according toapplicable width of influence.

3. Transport to place of operations bycrane.

Secure elements against tippingover and wind forces!Only remove lifting hook when propis properly attached!

Closing formwork with concretingscaffold

1. Mount brackets to the horizontallypositioned element.

2. Install decking and guardrails.

3. Transport to place of operations bycrane.

4. Install anchors.

Release lifting hook only after a topanchor has been installed or whenthe element is in a secure position!

Forming from the external or internalcorner in the direction of thecompensation.

External corner Internal corner

5

Procedure

Concretingfrom safe and secure working scaffold

Striking and movingfrom the compensation to the corners

– concrete strength must be takeninto account!

– secure elements against tipping overand wind forces!

– only remove lifting hook when propis properly attached!

Closing formwork1. Fix lifting hook and attach to crane2. Remove anchors3. Release element connection4. Move element, clean and transport to

place of operations by crane5. Connect elements, install anchors6. Release crane lifting gear

Primary formwork1. Fix lifting hook and attach to crane2. Release element connections3. Release push-pull prop anchoring4. Move element, clean and transport to

place of operations by crane5. Connect elements6. Attach push-pull props7. Release crane lifting gear

Cleaningwith PERI BIO CLEAN and PERIspraying equipment

Working scaffold isnot featured here

6

A1 DOMINOElements

Key

S) Panels with steel frames (red powder-coated)

A) Panels with aluminium frames (yellow powder-coated)

N) Standard elements or multi-purpose panels

H) Timber panels

75100 50 7525 DGE DAW DWD

250

125

75

Heig

ht

cm

S)S)S) A)

S) A) S) A)

S) A)

DPA

S) S)

S) A) N)

S) A) N) A A A H

S) N)

A A A H

A A AS)S)S)S)

Width cm

7

10.1

10

10.2

10.3

10.4

10.6

10.3

10.7

10.3

10.1

10.5

Element 250 x 100

A1 DOMINOElements

10 DOMINO panel

10.1 Anchor point with tubular rivet

10.2 Panel strut

10.3 Connecting possibilities for accessories

10.4 Transportation holes

10.5 Openings for moving by hand

10.6 Frame

10.7 Formlining

8

20

20.3

20

20.4

20.2

20.1

1

3

2

20

A2 ElementConnection

A2 Element Connection

Alignment Coupler DRS

Areas of use:– standard connections– external corners, internal corners,

see B1– obtuse and acute-angled corners,

see B1– stopend formwork, see B5– filler timber, see B4– extensions, see B7

Number required2 alignment couplers DRS 20 for h =2.50 m on standard connections, Fig.1

Assembly1. Place wedge 20.1 in upper end

position.

2. Open sliding part 20.2. Fig.2

3. Attach alignment coupler 20 to panelstrut 10.2.

4. Close sliding part. Continuousadjustment using the key-way 20.3possible.

5. Secure wedge, Fig.3The alignment coupler is now securelyin position.

If the wedge head 20.4 is up againstthe sliding part, there is no clampingeffect!Then: release the wedge, re-positionthe sliding part and secure again withthe hammer.

When securing the wedge, thefollowing effects occur through theangle of the frame profile:

1. Panels are flush.

2. Panels are aligned.

3. Panels are tightly connected.Fig.3a

Wedge Clamp DKSFor standard panel joints in the areaof the foundations 20, Fig.4

Fig.1

Fig.2

Fig.3

Fig.4

Fig.3a

9

21

10.3

Compensation Waler DAR 80The compensation waler DAR 80 21is used to brace and align elementconnections as well as for transferringforces.

Areas of use:– length compensations, see B4– corners with double wall thickness

compensator WDA, see B1– acute and obtuse-angled corners,

see B1– wall offsets, see B3– stopend formwork, see B5– extensions at great heights, see B7

Assembly1. Insert the hooks into the connecting

holes 10.3 in the element.

2. Secure wedge.Fig.5

Fig.5

A1 ElementConnection

34

30

10

35

31

32

33

A3 Anchor points

Anchor system

Standard: DW 15Permissible load of the tie rodaccording to DIN 18216: 90 kN

Components for DW 15– tie rod 30– spacer tube 31– cone 32– wingnut pivot plate 33

Fig.6

Miscellaneous– tie rod wrench 34 for one-man anchor

point operations from one side– plug 35 for sealing tie holes which are

not requiredFig.7

Application– Use only the required number of ties. Seal tie holes which are not required.– Do not exceed permissible tie loads.– Comply with rate of rise.– With the use of articulated corners as

90° internal corners, only the outerdrilled holes may be used for anchoringif using wingnut pivot plates.Fig.8

– If using compensation walers, e.g.oblique angles, both drilled holes canbe used for anchoring.Fig. 8

Fig.6

Fig.7

Fig.8

Outer drilled holes

ø 20

Detail

11

41

x =

y =

4.0 5.0

1.82

5.0

1.2

1.2

1.0

1.41

5.0

1.2

1.6

1.2

1.12

5.0

1.2

2.0

1.5

3.0

h

y

x

FAV

FRS

0.5

kN/m

2

60°

40

41

42

40

43 44

45

A4 Push-Pull Props

Push-pull props and kicker braces areto be installed for aligning the DOMINOformwork as well as providing stabilityand to counter the effects of windloads. The choice of push-pull prop andkicker brace depends on the formworkheight.

Assembly

Push-Pull Prop Connector DRAFig. 9

Push-pull props and kicker braces areattached to the elements by means ofthe push-pull prop connector 41.Connections are also possible usingthe horizontal panel struts.Fig.10a

1. Place the cam lock 42 in a vertical position.

2. Insert the push-pull prop connectorfrom below through the connecting hole.

3. Turn the cam lock to a horizontalposition and secure.

Push-pull props and kicker bracesFig.10

1. Attach push-pull prop 40 or kicker braceto the connecting plate 43 using pinsand cotter pins 44. Fig.10b

2. Fix base plate, e.g. with PERIMulti Monti 45. Fig.10c

Fig.9

Permissible push-pull prop spacings

For the given widths of influence, a maximum forceof 11.3 kN is transferred into the building at the footof the push-pull prop.Perm. F (all directions) Hilti HKD M20 x 80 (B25)5.8 kN.Recommended F (all directions) anchor bolt MMS20x130 for concrete

with ß w > 20N/mm2 11.3 kNWind loads: h < 8m = 0.5 kN/m2

8m< h < 20m = 0.8 kN/m2

For formwork heights up to 8.0 m:If the dynamic pressure deviates from 0.5 kN/m2,the widths of influence can be changedproportionately from the existing dynamic pressureto 0.5 kN/m2.

Fig.10a

Fig.10c

Fig.10b

Formwork height h [m]

Max. width of influence [m]

Actual prop load FRS

at maximum prop spacing

Actual kicker brace load FAV

[kN]at maximum prop spacing

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

distance of top connectionpoint [m] from top of formwork

Fig.10

12

11

18

12

20

1320 13.1

13.1

50

18

18 18

18

18

50

20 24

3035

50

50

50

50

50

50

50

50

50

50

50 50

25

36,5

50

50

B1 Corners

Fig.11a - 11f

Fig.12

Fig.13

5050

90°

DWD 5 Filler timber 1 cm

DWD 5

DWD 5 2 DWD 5

2 DWD 5

2 DWD 5

Timber 11,5 cm

Filler timber 1,5 cm

90° cornersWall thicknesses from 20 cm to 36.5cm can be continuously formed.Fig.11a to 11f

– wall thickness d = 25 cm is without any adjustment– for wall thicknesses d < 25 cm adjustment inside– for wall thicknesses d > 25 cm

adjustment outside

Adjustments are carried out by meansof compensation measures:Wall Thickness Compensator DWD 518 or timber provided by the contractor50

External cornerComprising of:Element ...x 50 11 and Outside CornerAngle DAW 12Alignment Coupler DRS 20 (2 DRS perside) Fig.12Compensation is carried out with DWDand depends on the wall thickness

Internal cornerComprising of:Articulated Corner DGE 13 with CornerLocking 90° 13.1 (2x)Alignment Coupler DRS 20 (2 DRS perside with h = 2.50 m) Fig.13Compensation is carried out with DWDor timber and depends on the wallthickness.For the number of alignment couplersrequired for other panel heights: seethe DOMINO poster.

13

13 20

13.1

23

13 13.1

135°

135°

13.1

B1 Corners

Obtuse and acute-angled cornersWith the DOMINO articulated cornerDGE 1375° angles and more can be formed.

DRS alignment couplers are to beinstalled in a bottom to top directionfor both external and internal corners.For the number of alignment couplersrequired for other panel heights: seethe DOMINO poster.

External cornersComponents per side with h = 2.50 m

– 5 alignment couplers DRS 20– 2 compensation walers DAR 80 23

Fig. 14

For 135° corners, additionally with:– positioning pin 135° 13.1 outside

Fig.14a

Internal cornersComponents per side with h = 2.50 m

– 4 alignment couplers DRS 20, Fig.15

For 135° corners, additionally with:– positioning pin 135° 13.1 inside

Fig.14a

Locking pin assembly1. Remove corner locking 90°.

2. Install positioning pin 135° with bolt,SW 19.

Fig.14

Infillingfor external corners (X)

min 75°max 165°

Fig.15

Wall thickness (cm)Angle

150° 5.6 6.9 8.3 9.6 9.9

135° 8.6 10.7 12.8 14.8 15.2

120° 12 14.9 17.8 20.7 21.2

165° 2.7 3.4 4.1 4.7 4.8

105° 16 19.8 23.6 27.5 28.2

75° 27.1 33.6 40.1 46.7 48

SW 19

Fig.14a

75

75

75

75

SW 19

x

x

20 25 30 35 36

inside

outside

14

50

13

18

15

13

13

15

13 5013

15

13

18

13

15

13

18

13

15

13 13

15

13

18

2455

75

B2 T-junctions

90° T-junctions

Wall thicknesses from 15 cm to 35 cmcan be formed in 5 cm increments

– wall thickness d = 25 cm is without any adjustment, Fig. 16a– for wall thicknesses d < 25 cm adjustment inside, Fig.16b-c– for wall thicknesses d > 25 cm adjustment outside, Fig.16d-f

Adjustments are carried out by meansof compensation measures:Wall Thickness Compensator DWD 518 or timber provided by the contractor50

Assembly– Form the T-junction with articulated

corner DGE 13.– Form the adjoining straight wall section

with DOMINO Element D75 15.Fig.16a - 16f

With two compensators (DWD):Install one DWD right and left of theelement respectively.

Pilaster Fig.16gFor the arrangement and number ofthe horizontal compensation walerDAR 80 24 and frame spanner 55:see Stopend Formwork with Timber,Fig.25.

Fig.16a

20 24

25 30

35 36.5

75

75 75

75

75 75

Fig.16b Fig.16c

Fig.16d

Fig.16e Fig.16f

Filler timber 1 cm

Timber 11.5 cm

Fig.16g

15

19

18

B2 T-junctions

Obtuse wall connections

DOMINO element with cam nut19. Fig.17a

With multi-purpose panel DM ... x75.Fig.17b

With wall thickness compensator DWD18 or timber. Fig.17c

Fig.17a

100

100

100

100

100 100

100 100

DM 75

100

100

Fig.17b

Fig.17c

DM 75

16

21

2129 512050

21 2951 20 50

10

25

10

21

25

12

21

50

12

50

21

13

17

17

8313

13

13

25-3

7

B3 Offsets

Wall offsets using the examplewall thickness = 25 cm

Wall offset 17 cmby moving the element laterallyAssembled with:

– compensation waler DAR 80 21– hook tie DW 15/400 29– compensation provided by contractor

50– plywood filler at the front 51– additional wedge clamp DKS 20

as of 12 cm wall offsetsFig.18

Wall offset 17 - 83 cmConsisting of internal and externalcorners.Assembled with:

– multi-purpose panel DM 75 10 (3 cmincrements)

– articulated corner DGE 13 internallyand externally

– compensation waler DAR 80 21– stopend tie DSA 25– compensation provided by contractor

50Fig.19

Wall offset 25 - 37 cmConsisting of internal and externalcorners.Assembled with:

– articulated corner DGE 13 internallyand externally

– outside corner angle DAW 12– compensation waler DAR 80 21– compensation provided by contractor

50 (maximum 12 cm)Fig.20

Locating board facilitates thepositioning of the offset.

Fig.18

Fig. 20

Fig.19

17

20

20

B3 Offsets

Height offsets

For height offsets: depending on theoffset itself, alignment couplers DRS20 are installed alternately on the framestruts of the right and left elements.Fig. 21

Fig.21

18

5020

53

51 21

B4 LengthCompensation

With timber 12 cm provided bythe contractor and compensationwaler DAR 80

Length compensation takes placeusing timber which has been cut tosize 50.Fig.22

– Timber 10 cm with alignment couplerDRS, Fig. 22

– Timber 12 cm with alignment couplerDRS and compensation waler DAR 80.

– With compensations > 2.5 cm, anchorin middle of timber.

– Alignment couplers DRS 20 are toarranged as for standard element joints.

– The wingnut pivot plate must overlapthe frame of the adjoining panel by atleast 1 cm (for timber 10 cm).

Fig.22

Fig.23

Filler Support DPACompensation up to 30 cm

Consisting of:– filler support 53 (2x)– plywood filler 21 mm 51

Fig.23

Anchoring must be carried out so thatanchor forces are transferred throughthe centre of the compensation walerDAR 80 21 to the adjacent elements.Fig. 24

InstallationFig.23a

max. 30

Fig.23a

Fig.24

max. 10

19

24

25

55

Stopend formwork with timber andfiller plywoodfor wall thicknesses up to a max.36.5 cm

Connecting parts:– compensation waler DAR 80 24

(3x with h = 250)– stopend tie DSA 25 with wingnut pivot

plate (3x)– top tie bracket DAH 55 with frame

spannerFig.25

The concrete pressure from thestopend formwork is transferred bymeans of the stopend tie andcompensation waler DAR 80 to theDOMINO elements.

Fig.25

B5 StopendFormwork

End View

20

20

56.1 MTF

AT

MTF

AT56

57

56 57

57

56.1

56

B5 StopendFormwork

Stopend panel

H = 2.50 m and 1.25 m

It comprises of:– two outside pieces AT 3 56 for approx.

2.5 cm concrete cover or two outsidepieces AT 5 forapprox. 5 cm concrete covering

– one centre piece MTF 57 Fig.26

The rubber lip 56.1 allows a continuousreinforcement thickness of 16 mm.

Assembly without water bar

1. Position the first side of the formwork.

2. Attach first outside piece AT 56 to theprimary panel by means of alignmentcoupler DRS 20.

3. Install first layer of reinforcement.

4. Place centre piece MTF 57 in position.

5. Install second layer of reinforcement.

6. Position closing formwork.

7. Install second outside piece AT 56 incentre piece MTF.

8. Fix with alignment coupler DRS 20.Fig.27

Fig.26

Fig.27

Concrete cover c:

dbc

c

c = d - b - Ø reinforcement2

* mm

16* 16*

DM 75

DM 75

21

dbc

cB5 StopendFormwork

Assembly with water bar1. Position the first side of the formwork.

2. Attach first outside piece AT 56 to theprimary panel by means of alignmentcoupler DRS 20.

3. Install first layer of reinforcement.

4. Position centre piece MTF 58 andinstall water bar.

5. Install second layer of reinforcement.

6. Position closing formwork.

7. Install second outside piece AT 56 incentre piece MTF.

8. Fix with alignment coupler DRS 20.Fig. 28a + 28b

Concrete cover c:

Fig. 28a


Stopend panel with water barIt comprises of:

– two outside pieces AT 56– centre piece MTF 57– filler plates 51 supplied by the

contractorFig. 28b

51

57

20

56

Fig. 28b

Wall thickness d [cm]b Concrete cover approx. 25 mm Concrete cover approx. 50 mm

H = 2,50 m [mm] 20 24/25 30 35/36 24/25 30 35/36 40AT 250x3 – 2 2 2 2AT 250x5 – 2 2 2 2

without water bar without water barMTF 250x20 118 1 1MTF 250x24/25 158 1 1MTF 250x30 218 1 1MTF 250x35/36 268 1 1

with water bar with water barMTF 250x20 118 1 1MTF 250x24/25 158 1 1MTF 250x30 218 1 1MTF 250x35/36 268 1 1

H = 1,25 mAT 125x3 – 2 2 2 2AT 125x5 – 2 2 2 2



22

63 66

Scaffold Bracket DG 85comprising of:

– scaffold bracket DG 85 63– handrail post HSGP 66

Concreting scaffold is mounted on theDomino formwork with the scaffoldbracket. Fig. 29

Permissible imposed load:1.5 kN/m2

Scaffold Group 2

Decking components and guardrailsmust be mounted securely in positionat all times.

– Scaffolding components providedby the contractor must correspondto all valid safety regulations!

– Timber components mustcorrespond at least to Sort ClassS10 according to DIN 4074 as wellas being appropriately labelled!

– Cross-section of guardrail boards: 3 cm x 15 cm!

– Secure planking!

With extended formwork units, theworking scaffold is mounted as partof the pre-assembly process.

Permissible bracket spacing in m forscaffolding platformConsisting of wooden planks or boardsTable 8, DIN 4420 part 1,Edition 12/1990

3.00

1.25

1.25

4.00

1.75

2.25

1, 2, 3 20

24 and 28

3.50

1.50

1.75

4.50

2.25

2.50

5.00

2.50

2.75

Fig.29

2,50

m

> 2

,00

m

Board or plank thickness (cm)Board or plankwidth (cm)

Scaffold Group

B6 ConcretingScaffold

23

63

63.1

64

Scaffold Bracket DG 85

Assembly1. Insert handrail post HSGP.

2. Slide back fastening bolts 63.1.

3. Hook in scaffold brackets 63 in the connecting holes of the element andsecure with the fastening bolts. Fig.30It is possible to use the horizontal panelstruts. Fig.30a

Visual control of the suspensionequipment

4. Install decking planks from belowacross the complete bracket width,and then secure.

5. Install guardrails and secure with nails.

6. Mount end guardrails, e.g. end handrailframe 55 64.Fig.31

Fig.30

Fig.30a

Fig.31

max. prop spacing 2.0 m

max. width of in

fluence 2.0 m


24

66

6563.1

Guardrailsconsisting of:

– handrail post holder DOMINO 65– handrail post HSGP 66

Fig.32

Assembly takes place horizontally. Incases of vertical assembly use e.g. amobile scaffold.

Assembly1. Slide back fastening bolts 63.1.

2. Hook in handrail post holder DOMINO65 in the connecting holes of theelement.

Only possible on vertical struts!

3. Secure with fastening bolts.

4. Insert handrail post HSGP 66.

5. Install guardrails and secure with nails.

6. Erect with the crane.

When erecting the element, make surethat the guardrails are not damagedby the lifting gear.Fig.32a

With extended formwork units, theguardrails are mounted as part of thepre-assembly process.

DismantlingDo not lay the formwork element onthe handrail post holder DOMINO 65.

Fig.32

Fig.32a

max. prop spacing 2.0 m

max. width of in

fluence 2.0 m


25

20

DOMINO VersetzhakenArt.-Nr. 066091

Ausgabe 01/1996

Bedienungsanleitung

B7 Extensions

Extension guidelines for horizontalpre-assemblyup to h = 5.00 m

Do not exceed ermissible load-bearing capacity of 500 kg (DOMINOlifting hook) and crane capacity!

Extension possibilities, number andarrangement of DRS alignmentcouplers, DAR 80 compensation walersand formwork anchors are featured onthe DOMINO poster.

Panel connections:With one or more horizontal andvertical element joints, always use theDRS alignment coupler 20.Examples: Fig. 33a - 33e

– pre-assemble extension unitshorizontally with the formlining facedown. Place timbers or planks inposition as support. The assembly areamust be flat.

Erection with the crane. Fig. 34

Fig.33c

Fig. 34

Fig.33bFig.33a

7550 50 100 100

3.75

m

1.25

m2.

50 m

Fig.33d

25

Fig.33e

5.00

2.50

Instructions for UseDOMINO Lifting Hook.

26

85

8685.1

85.2

85

86

B8 Foundations

All DOMINO elements are suitable forforming foundations. In addition,DOMINO panels with h = 125 haveinset tie points and can be usedhorizontally without any problems.Fig.35

Foundation tie spannerIf the bottom tie positions are missingin strip and individual foundations, theDLS foundation tie spanner togetherwith the perforated foundation tie areused.

Required perforated foundation tielength:Foundation width + 50 cm

Assembly1. Position the element on the perforated

foundation tie 86.

2. Fix the foundation tie spanner 85 inthe lowest connecting hole by meansof bolts 85.1.

3. Attach the perforated foundation in thetensioning lever tie 85.2.

4. Tension with ratchet, SW 14.Permissible tension force:16 kN(for foundation formwork)Fig.36

Fig.35

2.50 m

max

. 1.2

5 m

75

Fig.36

SW 14

approx 2511.7

27

B9 DOMINO Alu

ElementsWhen using DOMINO Alu elements,the same formwork guidelines applyas for the DOMINO 250 Steel.

– It can be combined with DOMINOSteel.

– Element connections, see A2.

Element widths forh = 2.50 m and 1.25 m:100 / 75 / DMA 75 cm, Fig.37a - 37f

– For extensions in combination withsteel elements, the aluminium panelsare to be installed at the top.

Fig.37a

75

2.50

m

DMA 75

1.25

m

Fig.37b Fig.37c

Fig.37fFig.37eFig.37d

100

28

75100 50 7525 DGE DAW DWD

275

125

75

S)S)S) A)

S) S) A)

S) A)

DPA

S) S)

S) A) N)

S) A) N) A A A H

S) N)

A A A H

A A AS)S)S)S)

B10 DOMINO 275Elements

Key

S) Panels with steel frames (red powder-coated)A) Panels with aluminium frames (yellow powder-coated)N) Standard elements or multi-purpose panelsH) Timber panels

Alu elementsWhen using the Alu elements, the sameformwork guidelines apply as for theH = 250 connections and extensions.

Heig

ht

cm

Width cm

29

20

20

20

B10 DOMINO 275

Standard joint– 2 alignment couplers DRS 20, Fig.38

External Corner 90°Components per side

– 3 alignment couplers DRS, Fig.39

Internal Corner 90°Components per side


Fig.38

Fig.39

Fig.40

30

23

13.1

13.1

24

25

55

B10 DOMINO 275

Stopend formwork with timber andplywood fillersFor wall thicknesses up to max. 36 cmConnecting parts:

– compensation waler DAR 80 24(3x for h = 275)

– stopend tie DSA 25 withwingnut pivot plate (3x)

– top tie bracket DAH 55 with framespannerFig.43

Fig.42

Fig.41

Internal articulated cornersComponents per side

– 4 alignment couplers DRSFor 135° corners, in addition to:

– 2 positioning pins 135° 13.1 inside,Fig.41

External articulated cornersComponents per side

– 5 alignment couplers DRS– 2 compensation walers DAR 80 23

For 135° corners, in addition to:– 2 positioning pins 135° 13.1 outside,

Fig.42

min 75°max 165°

Fig.43

56.1 MTF

AT56

57

31

57

56.1

56

Stopend panel

H = 2.75 m

It comprises of:– two outside pieces AT 3 56 for approx.

2.5 cm concrete cover or two outsidepieces AT 5 for approx. 5 cm concretecovering

– one centre piece MTF 57 Fig.44

The rubber lip 56.1 allows a continuousreinforcement thickness of 16 mm.

Assembly without water bar, assemblywith water bar and stopend panel withwater bar as well as H = 1.25 m, seeB5 Installation,Fig. 45

Concrete cover c:

Fig.44

Fig.45

dbc


* mm

16* 16*

Wall thickness d [cm b Concrete cover approx. 25 mm Concrete cover approx. 50 mm

H = 2,75 m [mm] 20 24/25 30 35/36 24/25 30 35/36 40AT 275x3 – 2 2 2 2AT 275x5 – 2 2 2 2



B10 DOMINO 275

without water bar

with water bar

stopend panel with water bar

c

32

Extension guidelines for horizontalpre-assemblyup to h = 5.0 m

see also B7 Extensions

Examples: Fig. 46a - 46d

Fig.46a Fig.46dFig.46b Fig.46c

B10 DOMINO 2755.

25 m

2.75

m2.

5 m

5.0

m

2.75

m1.

0 m

1.0

m

75

2.75 m

5025

25

33

34

B11 DOMINO 300Elements

Key

S) Panels with steel frames (red powder-coated)A) Panels with aluminium frames (yellow powder-coated)N) Standard elements or multi-purpose panelsH) Timber panels

75100 50 7525 DGE DAW DWD

30

0125

75

Heig

ht

cm

S)S)S) A)

S) S)

S) A)

DPA

S) S)

S) A) N)

S) N) A A A H

S) N)

A A A H

A A AS)S)S)S)

Alu elementsWhen using the Alu elements, thesame formwork guidelines apply as forthe H = 250 connections andextensions.

Width cm

35

20

20

B11 DOMINO 300

Standard joint– 3 alignment couplers DRS 20, Fig.47

External Corner 90°Components per side


Internal Corner 90°Components per side


Fig.47

Fig.48

Fig.49

36

23

13.1

13.1

Internal articulated cornersComponents per side

– 4 alignment couplers DRSFor 135° corners, in addition to:

– 3 positioning pins 135° 13.1 inside,Fig. 50

External articulated cornersComponents per side

– 5 alignment couplers DRS– 2 compensation walers DAR 80 23

For 135° corners, in addition to:– 3 positioning pins 135° 13.1 outside,

Fig. 51

B11 DOMINO 300

Fig.50

min 75°max 165°

Fig.51

37

24

25

55

Extension guidelines for horizontalpre-assemblyup to h = 5.0 msee also B7 ExtensionsExamples: Fig.53a - 53e

Fig.53eFig.53a Fig.53cFig.53b

B11 DOMINO 300

Fig.53d

Stopend formwork with timber andplywood fillersFor wall thicknesses up to max. 36 cmConnecting parts:

– compensation waler DAR 80 24(3x for h = 300)

– stopend tie DSA 25 withwingnut pivot plate

– top tie bracket DAH 55 with framespannerFig. 52

Fig.52

5.0

m

3.0

m1.

0 m

1.0

m

3.0 m1.0 m7550

3.0

m1.

25 m

75

25

38

What needs to be done?

Maintenance tips1. Spray formwork on all sides before first use with

a release agent e.g. PERI BIO Clean.

2. Spray formlining every time after striking with PERIBio Clean, then clean.

3. For longer storage periods, e.g. bad weather, storeformwork materials in clean condition and sprayed.

4. Spray (grease if necessary) all moving parts regularlywith a release agent.

5. Transport elements with suitable, as well as safe,transportation and lifting gear.

6. Ensure elements and accessories are properlystored.

7. Do not throw or drop accessories.

8. Never use unnecessary force during assemblyand dismantling.

Cleaning tips

Ensure elements are in a secure position duringcleaning!Cleaning of elements to the crane (without contactto the ground) is not allowed!Remove concrete surplus!

1. Immediately after concreting, spray the rear sideof the formwork with water.

2. After striking has taken place, spray formwork allover with PERI Bio Clean.

3. Remove nails, battens etc. from the plywood beforeany mechanical cleaning.

4. Mechanically clean the elements using suitableequipment e.g. scraper.

5. Brush clean the elements after mechanical cleaning.Remove dust and loosened concrete surplus.

6. After shuttering, element may require sprayingagain.

Why?

Provides good protection against sticking andcorrosion before first dirt accumulation. Preventscomplete moistening with a release agent.

Helps to remove concrete surplus and makes cleaningeasier. Removing by force or scraping off is notnecessary. Formlining and paintwork remain intact.

The frame is protected against corrosion andweathering.

Removes rust, prevents corrosion and keeps partsin good working order.

Avoids damage through improper transportation.

Prevents damage to the element frame andaccessories. Damage to the formlining throughindentations is avoided.

Maintains the functionality of the parts.

Maintains the functionality of the parts.

Concrete has not yet hardened and can easily beremoved. This reduces the amount of cleaningrequired.

Penetrates the concrete surplus, breaks it up andmakes subsequent mechanical cleaning much easier.

Unnecessary enlargement of nail holes and damageto the formlining is avoided. No damage to cleaningequipment.

Formlining surface is clean for the next use.

C1 Maintenanceand cleaning

39

DOMINO VersetzhakenArt.-Nr. 066091

Ausgabe 01/1996

Bedienungsanleitung

C2 Repairs

Smaller repairs can be carried out onthe construction site, e.g. with repairveneer and cross-pieces

Bigger repairs, e.g. change offormlining, are to be done by PERI orat a suitable work station.

Spare parts and tools are available fromthe PERI product range.

C3 Storage andTransport

When using load-carryingequipment, the instructions for usemust be followed at all times:

– DOMINO lifting hook

– Lifting gear

– Pallets and stacking devices

Instructions for UseDOMINO Lifting Hook.

160 120 16056 56

117

50 125 125 125 125

160 16056 56

125 125 125 125

160 100

160

250

5656

125

120

ø 2040

2500

250

1000

250 250

250

250

750

250 250

500

250 250

250

250

530

1440

530

250

250

250

250

250

2500

500

1440

530

750

250 250

250

250

250

250

250

500

250

530

ø 20

41 34

30

30

160 120 16056 56

117

50 125 125 125 125

x

40

Panels with steel frame, redPanel D 250x100 = 2,50m2 86,50 066020Panel D 250x 75 = 1,88m2 70,10 066022Panel D 250x 50 = 1,25m2 53,50 066025Panel D 250x 25 = 0,63m2 37,60 066026Formlining: 15mm Combi

Panels with aluminium frame, yellowPanel DA 250x100 = 2,50m2 57,30 066021Panel DA 250x 75 = 1,88m2 46,10 066023Formlining: 15mm Combi

Multi PanelDM 250x75 = 1,88m2 steel, red 75,10 066024

DMA 250x75 = 1,88m2 alu, yellow 49,00 066032For oblique angles, wall offsets,wall junctions, stopends etc.Formlining: 15mm CombiComplete with:Plug ø 20 item no. 030290 (46 pcs.)

Accessories:Plug ø 20mm 0,002 030290

Weight kg Item no.

Additional holefor identifyingthe multi panelin a stack.

Detail x

DOMINO Panels h = 2,50m

470135°

320135°90

°

120

12012

0 60

492

2500

240

250

250

530

1440

530

203

250

250

260

298

250

250

246

x ø 20

30 40

75°

25011

7

250

117

117

250

250

250

2500

250

250

250

250

250

250

250

430

117

527

2500

25

53343

040

50

2490

93

36 50

117

27

100

280

530

355

2500

355

40

41

Articulated CornerDGE 250 = 1,25m2 39,10 066029Aluminium, yellow powder coated.For obtuse and acute angles from 75°.Can be used inside and outside.Complete with:Corner Locking 90° DEA (2x)

Locking 90° DEA 1,48 066100Positioning Pin DGE 135° Int. 1,07 066095Positioning Pin DGE 135° Ext. 1,59 066097Complete with:Hex. Bolt ISO 4017 M12x40-8.8, galv. (2x)

Outside Corner Angle DAW 250 10,20 066028Aluminium, yellow powder coated.For the external corner joint.

Wall Thickness Compensation DWDDWD 250/5 = 0,13m2 7,23 066030DWD 250/10 = 0,25m2 11,40 101986Aluminium, yellow powder coated.For adjusting to the wall thicknessin the vicinity of corners and T-junctions.

Filler Support DPA 250 4,20 066033For infills using 21mm DPA 250/27 3,90 066034(27mm) plywood. Timber.

Weight kg Item no.

Locking 90° DEA M12x40

M12x40

Positioning Pin 135° Ext.

Positioning Pin 135° Int.

Detail x

1250

250

240

930

40

1000

250 250

250

250

ø 2040

160 120 16056 56

117

50 125 125 125 125

160 16056 56

125 125 125 125

160 100

160

250

5656

125

750

250 250

500

250 250

250

250

120

40 280 40

280

930

40

1250

500

250

280

930

40

750

250 250

250

250

ø 20

41 34

30

30

160 120 16056 56

117

50 125 125 125 125

x

42

Panels with steel frame, redPanel D 125x100 = 1,25m2 45,90 066040Panel D 125x 75 = 0,94m2 37,80 066041Panel D 125x 50 = 0,63m2 28,20 066043Panel D 125x 25 = 0,31m2 19,00 066044Formlining: 15mm Combi

Panels with aluminium frame, yellowPanel DA 125x100 = 1,25m2 29,70 066050Panel DA 125x 75 = 0,94m2 23,80 066051Formlining: 15mm Combi

Multi PanelDM 125x75 = 0,94m2 steel, red 49,10 066042

DMA 125x75 = 0,94m2 alu, yellow 30,00 066052For oblique angles, wall offsets,wall junctions, stopends etc.Formlining: 15mm CombiComplete with:Plug ø 20 item no. 030290 (46x)


Weight kg Item no.


Detail x


90°

470135°

320135°

120

12012

0 60

1250

253

260

238

280

930

40

250

250

246

x

75°

ø 20

30 40

492

25011

7

250

117

117

250

250

250

1250

250

250

117

25

175

40

50

277

1250

175

43

1240

93

36 50

117

27

100

4328

0

355

40

1250

355

43

Articulated CornerDGE 125 = 0,63m2 21,60 066047Aluminium, yellow powder coated.For obtuse and acute angles from 75°.Can be used inside and outside.Complete with:Corner Locking 90° DEA (1x)

Locking 90° DEA 1,48 066100Positioning Pin DGE 135° Int. 1,07 066095Positioning Pin DGE 135° Ext. 1,59 066097Complete with:Hex. bolt ISO 4017 M12x40-8.8, galv. (2x)

Outside Corner Angle DAW 125 5,20 066046Aluminium, yellow powder coated.For the external corner joint.

Wall Thickness Compensator DWDDWD 125/5 = 0,06m2 3,68 066048DWD 125/10 = 0,125m2 5,88 101964Aluminium, yellow powder coated.For adjusting the wall thicknessin the vicinity of corners and T-junctions.

Filler support DPA 125 2,10 066053For infills using 21mm DPA 125/27 1,90 066054(27mm) plywood. Timber.

Locking 90° DEA M12x40

M12x40



Detail x

Weight kg Item no.

250

250

250

750

750

250

280

430

40

1000

250 250

250

250

ø 2040

160 120 16056 56

117

50 125 125 125 125

160 120 16056 56

125 125 125 125

160 100

160

250

56

56

125

750

250 250

500

250 250

750

500

250

280

430

40

750

250 250

ø 20

41 34

30

30

160 120 16056 56

117

50 125 125 125 125

117

117

117

25

50

4327

7

175

175

40

750

x

250

250

ø 20

30 40

750

253

280

430

40

238

260

246

x

75°

492

117

44

Panel D 75x100 = 0,75m2 30,70 066060Panel D 75x 75 = 0,56m2 26,00 066061Panel D 75x 50 = 0,38m2 18,30 066063Panel D 75x 25 = 0,19m2 11,60 066064Panels with steel frame, redFormlining: 15mm Combi

DOMINO Multi Panel DM 75x75 = 0,56m2 37,30 066062For oblique angles, wall offsets,wall junctions, stopends etc.Formlining: 15mm CombiComplete with:Plug ø 20 item no. 030290 (23x)

Articulated Corner DGE 75 = 0,38m2 13,80 066067Aluminium, yellow powder coated.For obtuse and acute angles from 75°.Can be used inside and outside.Complete with:Corner Locking 90° DEA (1x)

DAW 75 Outside Corner Angle 3,20 066066Aluminium, yellow powder coated.For the external corner joint.

DWD Wall ThicknessCompensator DWD 75x5 = 0,04m2 2,32 066068Aluminium, yellow powder coated.For adjusting the wall thicknessin the vicinity of corners and T-junctions.

Detail x

Weight kg Item no.

Detail x

Additional holefor identifyingthe multi purposepanel in a stack.


d

b

cc

cc

b

d

cc

b

d

45

Stopend Panel DOMINO H = 2,50m b d[mm] [mm]

Outside piece AT 250x 3 15,10 101927 – –AT 250x 5 16,80 108855 – –

Center piece w. waterst. MTF 250x20 27,40 101928 118 200MTF 250x24/25 31,40 101929 158 240/250MTF 250x30 34,80 101930 218 300MTF 250x35/36 40,00 101931 268 350/360

1. With waterstop

2. Without waterstop

Concrete cover c: c = d – b – ø Rebar2

Stopend Panel DOMINOH = 1,25m b d

[mm] [mm]Outside piece AT 125x 3 7,60 101934 – –

AT 125x 5 8,45 108856 – –Center piece w. waterst. MTF 125x20 14,80 101935 118 200

MTF 125x24/25 15,30 101936 158 240/250MTF 125x30 17,60 101937 218 300MTF 125x35/36 19,40 101940 268 350/360

3. For expansion joint

Concrete cover c: c = d – b – ø Rebar2

Weight kg Item no.

AT

MTF

MTF

AT

DOMINO Stopend Panel

52 61 241

288

132

5824

790

30

32

30

60

165

60

110

195

505

80137

30°

134

140

121

50

25

46

Alignment Coupler DRS 3,63 066080For all panel joints.Fillers up to 120mm wide.Yellow galvanised.

Wedge Clamp DKS 1,33 066081For standard panel jointsnot under high load.Yellow galvanised.

Compensation Waler DAR 80 8,49 066084For infilling and stopends.Transfers the tie forces.Captive connectors.

Lifting Hook DOMINO 500 kg 6,44 066091Use 2 hooks to lift each unit!Follow instructions for use!

Lifting device to BGR 500Permissible load: 500kgBy max angle ofinclination 30°.

Maximum compensation 300

Opening width 1 to 173

Weight kg Item no.

500 kg 500 kg

DOMINO Accessories

850

40

600

42

30

35

120

560

1050

1300

39

1020

1645

550

739

1230 400

322

160

135

261

21330

47

DOMINO Scaffold Bracket DG 85 6,67 066085For mounting on horizontal or vertical struts.With safety pin.

Permissible uniformly distributedimposed load: 150kg/m2

at maximum distance of 2,00mAccessory:Handrail Post HSGP 3,54 034580

End Handrail Frame 55 15,00 065066End safety handrail for all PERI scaffoldplatforms and individual bracket scaffolds.

Handrail Post HSGP 3,54 034580Mounted on safety handrail post holderDOMINO or Scaffold Bracket DG 85

Maximum width of load to becarried = 2,00m.Permissible span for 3x15handrail boards = 2,10m.

Handrail Post Holder DOMINO 2,45 106877Required from 3,0m drop, to comply withZH 1/603 of German Association for theBuilding Trade. Maximum width of load to becarried = 2,00m. Permissible spanfor 3x15 handrail boards = 2,10m.Complete with: Cotter Pin 4/1 (1x)

Accessories:Handrail Post HSGP 3,54 034580

Weight kg Item no.

Adj

ustm

ent

max

415

90

134

53

95

443

502

58

20

30102

68

120

82

68

14

ø 21

ø 23

48

Weight kg Item no.

Female threadDW15

Thread DW15

Thread DW15

ø 16x42FS 4/1

Push-Pull Prop Connector DRA 0,94 066082For connecting push-pull props andkickers to horizontal and vertical struts.Complete with:Pin ø 16x42 and cotter pin 4/1

Stopend Tie DSA, galv. 1,96 066083For transferring force from stopendsinto the frame of the panel.

Hook Tie DW15/400, galv. 0,64 023650

Permissible Tension Force: 20kN.

Hook Tie Head DW15, galv. 0,42 023820

Permissible Tension Force: 20kN.

Plug ø 20mm 0,002 030290For sealing tie holes ø 20mm,which are not required.

Supplied in packs of: 500pcs.

167

34

90

20

40

100

38

26

88

100

ø 20

1150

146

150

100

152

22

50

15

49

Foundation Tie Clamp DOMINO DLS 2,89 066090For tying foundation formwork incombination with perforated foundation tie.

Perforated Foundation Tie, 25m roll 16,90 023020For use with foundation tieclamp DOMINO DLS.

Permissible Tension Force: 12,9kN.

Top Tie Bracket DAH, galv. 1,10 066086For tying at any position alongthe frame, particularly for foundations.

Stacking Device DOMINO, galv. 8,44 066094For stacking and lifting 2 to 8 DOMINOpanels of each size. Allows the panels tobe moved with the crane or fork-lift truck.4 devices needed for each stack.Follow instructions for use!

Lifting device to BGR 500 Permissible load: 250kg/device or 1000kg per stack.

2nd to 8th panelwith formliningfacing up

1st panel with formliningfacingdown

Clamping travel 55mm

SW 14

Weight kg Item no.

55

ø 30

ø 20

50

50

ø 30

24

24

141

141

2500

50

Chamfer Strip DSD 250 2,13 066088Plastic. For DOMINO column formworkand external corners.

Stacking Device DOMINO DSH 0,02 066093Plastic. Prevents the panels slipping.

Stacking Aid DOMINO DSW 0,03 066099For stacking of DOMINO panels.4 devices needed for each stack.

Stacking aid DSW

2nd and subsequentpanels with formliningfacing up

1st panel with formliningfacing down

Stacking device DSH

Weight kg Item no.

51

52

71

RSS I 1915RSS II 2775

10

40ø 16

36

15

ø 16

ø 70

980

134

40

ø 38

10

971

1036

ø 7

0

ø 16

ø 16

20

130

60

67

80

30 12150

100

10

ø 21 ø 11

40 65 20

ø 11

100

10

ø 21

70 30

ø 11

60

65

RS, RSS Push-Pull Props and Accessories

Weight kg Item no.

Push-Pull Props RSS I L = 2,05-2,94m 18,00 028010Push-Pull Props RSS II L = 2,91-3,80m 22,40 028020For load capacity see PERI Design Tables.

Base Plate-2 for RSS, galv. 1,81 106000Base Plate for RSS* 1,60 028090Complete with:Pin ø 16x65/86 and Cotter Pin 4/1 (1x).

*for hire only

Kicker Brace AV L = 1,08-1,40m 5,17 028110Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).For load capacity see PERI Design Tables.

Kicker Brace AV 210 L = 1,28-2,10m 13,00 108135Kicker Brace AV 190* L = 1,08-1,90m 11,90 028270Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).For load capacity see PERI Design Tables.

*for hire only

Anchor Bolt PERI MMS 20x130 0,33 103606For erecting props etc. without plugs.Can be used several times.

Use 18mm drill toDIN 8035 !

ø 16x42FS 4/1

ø 16x42FS 4/1

SW 30

Dril

l dep

thm

in 1

40

min 1080-max 1400

RSS I min 2050-max 2940RSS II min 2910-max 3800

min 1280-max 2100

min 1080-max 1900

53

ø 83

41 4434

1571

1048

ø 16ø 16

1915

4010

ø 7

0

ø 16

57 4

100ø 16

4812

90

ø 21ø 13ø 21

40 55 30 25

60

150

65

80

60

40 10

Push-Pull Prop RSS III L = 4,60-6,00m 38,40 028030For load capacity see PERI Design Tables.

Kicker Brace AV RSS III L = 2,03-2,92m 16,90 028120Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).For load capacity see PERI Design Tables.

Push-Pull Props RS I L = 1,84-2,94m 13,00 028210Push-Pull Props RS II L = 2,56-4,06m 16,80 028220For load capacity see PERI Design Tables.

Base Plate for RS 1,86 028100Complete with:Pin ø 16x65/86 and Cotter pin 4/1 (1x).

min 4600-max 6000

Weight kg Item no.

min 2030max 2920

ø 16x42FS 4/1

RS I min 1840-max 2940RS II min 2560-max 4060

54

27

120

76

110

ø 9

50

106

50

120

25

15

ø 20

2796

8° 8°

DW 15 ø 34

110

L

ø 25

1096

7413

0

Tie Rod DW 15 and Accessories

Tie Rod DW 15Non-weldable! Observe certification requirements!Permissible load to DIN 18216: 90kN

DW 15 L = 0,50m 0,72 030005DW 15 L = 0,85m 1,22 030010DW 15 L = 1,00m 1,44 030480DW 15 L = 1,20m 1,73 030490DW 15 L = 1,50m 2,16 030170DW 15 L = 1,70m 2,45 030020DW 15 L = 2,00m 2,88 030180DW 15 L = 2,50m 3,60 030710DW 15 L = 3,00m 4,32 030720DW 15 L = 3,50m 5,04 030730DW 15 L = 6,00m 8,64 030160

Tie Rod DW 15 Special Length 1,44/m 030030Cutting Cost Tie Rod DW 15 / B 15 030050

Tie Rod B 15 L = 0,30m 0,42 030150Weldable! Permissible load: 85kN

Tie Rod Special Length B 15 1,55/m 030740Cutting Cost Tie Rod DW 15 / B 15 030050

Wingnut Pivot Plate DW 15, galv. 1,54 030370With pivoted, captive nut.

Permissible load to DIN 18216: 90kN

Wingnut Counterplate DW 15, galv. 0,80 030110For tying panel formwork systems.


Wingnut DW 15, galv. 0,44 030100


Counterplate DW 15, 120x120x15 1,62 030140


Tie Rod Spanner DW 15 3,48 108129

Weight kg Item no.

SW

27

55

PERI Bio CleanRelease Agent for all types of formwork.- Rapidly biologically degradeable.- Based on mineral oils.- Class 1 on German water pollutant scale. (WGK 1)

Release Agent Bio Clean 20L 0,91/L 031440Release Agent Bio Clean 208L 0,91/L 031455

For further information see product information PERI Bio Clean.

Consumption:1 litre covers 50 to 90m2 of formwork(depending on formwork surface)

PERI CleanRelease Agent for all types of formwork.Based on mineral oils.Cleans and protects.Can be used down to -15C degree.Class 1 on German water pollutant scale.

Release Agent PERI Clean 20L 0,92/L 031420Release Agent PERI Clean 208L 0,92/L 031435

For further information see product information PERI Clean.

Consumption:1 litre covers 50 to 90m2 of formwork(depending on formwork surface)

Pressure Sprayer 4,44 031520For spraying formwork surfaces evenlywith PERI BIO Clean or PERI Clean.Capacity: 5 litre

Spare Part:Spray Nozzle (0,1F 110) 0,064 031530

Weight kg Item no.

PERI BIO Clean, PERI Clean

56

2750

500

1440

740

750

250 250

250

250

250

250

250

500

250

530

ø 20

41 34

30

30

160 120 16056 56

117

50 125 125 125 125

x

160 120 16056 56

117

50 125 125 125 125

160 16056 56

125 125 125 125

160 100

160

250

5656

125

120

2750

250

1000

250 250

250

250

750

250 250

500

250 250

250

250

530

1440

740

250

250

250

250

250

250

40

40

250

Panels with steel frame, redDOMINO Panel D 250x100 = 2.50m2 86,50 066020DOMINO Panel D 250x 75 = 1.88m2 70,10 066022DOMINO Panel D 250x 50 = 1.25m2 53,50 066025DOMINO Panel D 250x 25 = 0.63m2 37,60 066026Formlining: 15mm Combi

Panels with aluminium frame, yellowDOMINO Panel DA 250x100 = 2.50m2 56,80 066021DOMINO Panel DA 250x 75 = 1.88m2 45,60 066023Formlining: 15mm Combi

DOMINO Multi PanelDM 250x75 = 1.88m2 steel, red 75,10 066024

DMA 250x75 = 1,88m2 alu, yellow 49,00 066032For oblique angles, wall offsets,wall junctions, stopends etc.Formlining: 15mm CombiComplete with:Plug ø 20 item no. 030290 (46 pcs.)


DOMINO Panels h = 2.50m

Weight kg Item no.


Detail x

57

470135°

320135°90

°

120

12012

0 60

492

2750

240

250

260

530

1440

780

200

250

250

250

300

240

250

246

x ø 20

30 40

75°

25011

7

250

117

117

250

250

250

2750

250

250

250

250

250

250

250

360

117

527

2750

25

53336

040

50

2740

93

36 50

117

27

100

530

780

360

2750

350

40

260

250 40

DOMINO Articulated CornerDGE 250 = 1,25m2 43,10 066029Aluminium, yellow powder coated.For obtuse and acute angles from 75°.Can be used inside and outside.Complete with: Corner Locking 90° DEA (2x)

Corner Locking 90° DEA 1,48 066100Positioning Pin DGE 135° Int. 1,07 066095Positioning Pin DGE 135° Ext. 1,59 066097Complete with:Hex. Bolt ISO 4017 M12x40-8.8, galv. (2x)

DOMINO Outside Corner Angle DAW 250 10,20 066028Aluminium, yellow powder coated.For the external corner joint.DOMINO Wall Thickness Compensat. DWDDWD 250/5 = 0.13m2 7,23 066030DWD 250/10 = 0.25m2 11,40 101986Aluminium, yellow powder coated.For adjusting to the wall thicknessin the vicinity of corners and T-junctions.

DOMINO Filler Support DPA 250 4,20 066033For infills using 21mm DPA 250/27 3,90 066034(27mm) plywood. Timber.

Weight kg Item no.

Corner Locking 90° DEA M12x40

M12x40



Detail x

160 120 16056 56

117

50 125 125 125 125

ø 20

41 34

30

30

3000

750

250 250

500

250

250

250

530

1440

990

500

250

250

250

250

250

40

160 120 16056 56

117

50 125 125 125 125

160 16056 56

125 125 125 125

160 100

160

250

5656

125

120

ø 2040

3000

250

1000

250 250

250

250

750

250 250

500

250 250

250

250

530

1440

990

250

250

250

250

250

250

250

40

x

58

Panels with steel frame, redDOMINO Panel D 300x100 =3,00m2 101,00 066000DOMINO Panel D 300x75 =2,25m2 81,70 066002DOMINO Panel D 300x50 =1,50m2 62,60 066005DOMINO Panel D 300x25 =0,75m2 45,40 066006Formlining: 15mm Combi

DOMINO Multi PanelDM 300x75 = 2.25m2 steel, red 96,00 066004For oblique angles, wall offsets,wall junctions, stopends etc.Formlining: 15mm CombiComplete with:Plug ø 20 item no. 030290 (46 pcs.)


Weight kg Item no.



3000

238

246

263

240

250

250

530

1440

990

203

250

250

250

297

260

250

40

ø 20

30 40

x

492

25011

7

250

75°

117

117

250

250

250

3000

250

250

250

250

250

250

250

250

250

117

3000

25

50

430 527

430

40

1033

470135°

320135°

3000

90°

120

12012

0 60

935036

59

DOMINO Articulated CornerDGE 300 = 1,50m2 48,90 066009Aluminium, yellow powder coated.

For obtuse and acute angles from 75°.Can be used inside and outside.Complete with:Corner Locking 90° DEA (2x)

Corner Locking 90° DEA 1,48 066100Positioning Pin DGE 135° Int. 1,07 066095Positioning Pin DGE 135° Ext. 1,59 066097Complete with:Hex. Bolt ISO 4017 M12x40-8.8, galv. (2x)

DOMINO Outside Corner Angle DAW 300 12,20 066008Aluminium, yellow powder coated.For the external corner joint.DOMINO Wall Thickness Compensat. DWDDWD 300/5 = 0.15m2 8,70 066010Aluminium, yellow powder coated.For adjusting to the wall thicknessin the vicinity of corners and T-junctions.DOMINO Filler Support DPA 300 5,00 066011For infills using 21mm plywood. Timber.

Weight kg Item no.

Detail x

M12x40

M12x40Corner Locking 90° DEA



60

PERI_International.indd 32 17.09.2007 14:29:57 Uhr

61


62

02 PERI S.A.S.

Zone Industrielle Nord

34-36 rue des Frères Lumière

77109 Meaux Cedex [email protected]

www.peri.fr

03 PERI AG

Aspstraße 17

8472 Ohringen [email protected]

www.peri.ch

04 PERI S.A. Sociedad

Unipersonal

Ctra. Paracuellos -

Fuente el Saz km. 18,9

Camino de Malatones, km. 0,5

28110 Algete/Madrid [email protected]

www.peri.es

05 N.V. PERI S.A.

Industriepark

Nijverheidsstraat 6 PB 54

1840 Londerzeel [email protected]

www.peri.be

06 PERI B.V.

v. Leeuwenhoekweg 23

Postbus 304

5480 AH-Schijndel [email protected]

www.peri.nl

07 PERI Formwork Systems, Inc.

7135 Dorsey Run Road

Elkridge, MD 21075 [email protected]

www.peri-usa.com

08 PT Beton Perkasa Wijaksana

P.O. Box 3737

Jakarta 10210 [email protected]

www.peri.de

09 PERI S.p.A.

Via G. Pascoli, 4

20060 Basiano (MI) [email protected]

www.peri.it

10 PERI Japan K.K.

7F Hakozaki 314 Building,

31-4 Hakozaki-cho,

Nihonbashi Chuo-ku

Tokyo 103-0015 [email protected]

www.perijapan.jp

11 PERI Ltd.

Market Harborough Road

Clifton upon Dunsmore

Rugby, CV23 0AN [email protected]

www.peri.ltd.uk

12 PERI Kalıp ve İskeleleri

San. ve Tic. Ltd. Sti.

Çakmaklı Mahallesi

Akçaburgaz Cad.

72. Sokak No: 23

Kıraç - Büyükçekmece/ Istanbul 34500 [email protected]

www.peri.com.tr

13 PERI Kft.

Zádor u. 4.

1181 Budapest [email protected]

www.peri.hu

14 PERI Formwork Malaysia

Sdn. Bhd.

Unit 19-07-4, Level 7

PNB Damansara

19 Lorong Dungun

Damansara Heights

50490 Kuala Lumpur [email protected]

www.perimalaysia.com

15 PERI ASIA Pte. Ltd

Formwork Pte. Ltd.

No. 1 Sims Lane # 06-10

Singapore 387355 [email protected]

www.periasia.com

16 PERI Ges.mbH

Traisenstraße 3

3134 Nußdorf ob der Traisen [email protected]

www.peri.at

17 PERI spol. s r.o.

Průmyslová 392

252 42 Jesenice [email protected]

www.peri.cz

18 PERI Danmark A/S

forskalling og stillads

Greve Main 26

2670 Greve [email protected]

www.peri.dk

19 PERI Suomi Ltd. Oy

Hakakalliontie 5

05460 Hyvinkää [email protected]

www.perisuomi.fi

20 PERI NORGE AS

Kobbervikdalen 156

3036 Drammen [email protected]

www.peri.no

21 PERI Polska Sp. z o.o.

ul. Stołeczna 62

05-860 Płochocin [email protected]

www.peri.pl.pl

22 PERIform SVERIGE AB

Montörgatan 4-6

Box 9073

30013 Halmstad [email protected]

www.periform.se

23 PERI (Korea) Ltd.

8-9th Fl., Yuseong Bldg.

830-67, Yeoksam-dong,

Kangnam-ku,

Seoul 135-080 [email protected]

www.perikorea.com

24 PERIcofragens Lda.

Cofragens e Andaimes

Rua Cesário Verde,

nº 5 - 3º Esq.

Linda-a-Pastora 2790-326 Queijas [email protected]

www.peri.pt

25 PERI S.A.

Ruta Nacional N°. 9, km 47,5

(Panamericana Ramal Escobar)

(1625) Escobar/Prov. Bs. As. [email protected]

www.peri.com.ar

26 PERI Formas e

Escoramentos Ltda.

Rodovia Raposo Tavares,

km 41

Colinas Bandeirante

CEP 06730-000 Vargem Grande Paulista São Paulo [email protected]

www.peribrasil.com.br

27 PERI Chile Ltda.

C/José de San Martin N° 104

Parque Industrial Los

Libertadores

Colina, Santiago de Chile [email protected]

www.peri.cl

28 PERI România SRL

Calea Bucureşti nr. 2B

077015 Baloteşti - ILFOV [email protected]

www.peri.ro

29 PERI SLOWENIEN

Goran Opalic

Obrežna 137

2000 Maribor [email protected]

www.peri.de

30 PERI spol. s r.o.

Šamorínska 18

903 01 Senec [email protected]

www.peri.sk

31 PERI Australia Pty. Ltd.

116 Glendenning Road

Glendenning NSW 2761 [email protected]

www.periaus.com.au

32 PERI AS

Valdmäe 8

Tänassilma Tehnopark

76401 Saku vald Harjumaa

[email protected]

www.peri.ee

2

1

3

4

5

6

9

11

12

1316

17

18

19

20

22

21

24

2829

30

32

33

34

38

41

42

46

48

52

53

01 PERI GmbH Rudolf-Diesel-Straße

89264 Weißenhorn

[email protected]

www.peri.de

Frankreich

Schweiz

Spanien

Belgien/Luxemburg

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PERI International


63

33 PERI Hellas Ltd.

Sokratous Str.

5th kil. Koropi-Varis Ave.

P. O. Box 407

194 00 Koropi [email protected]

www.perihellas.gr

34 PERI SIA

Granita 26

1057 Riga [email protected]

www.peri-latvija.lv

35 PERI (L.L.C.)

Brashy Building,

Office No. 212

Shk. Zayed Road

P.O. Box 27933

Dubai [email protected]

www.perime.com

36 PERI Formwork Systems, Inc.

45 Nixon Road

Bolton, Ontario L7E 1K1 [email protected]

www.peri.ca

37 PERI GmbH

Lebanon Representative

Office

AYA Commercial Center,

7th floor,

Dora Highway,

Beirut P.O. Box 90 416 Jdeidet

[email protected]

www.peri.de

38 PERI UAB

Titnago st. 19

02300 Vilnius [email protected]

www.peri.lt

39 PERI S.A.

Route de Rabat, km. 5

Piste de Beni Touzine

Tanger [email protected]

www.peri.de

40 PERI Formwork

Engineering Ltd

16 Moshe Dayan st.,

P.O. Box 10202

Petach Tikva,

49002 Israel [email protected]

www.peri.co.il

41 PERI BULGARIA EOOD

Kv. Vragdebna

m. Nova Machala Nr. 46

1839 – Sofia [email protected]

www.peri.bg

42 MEST ltd.,

Fornubudum 5

220 Hafnarfjordur [email protected]

www.mest.is

43 PERI Kazakhstan

Rubenstein Street 10

(corner Dostyk Str.)

050010 Almaty [email protected]

www.peri.kz

44 OOO PERI

8 Etage, OOO PERI Buro

Krasnaya Presnya Str. 24

123022 Moskau [email protected]

www.peri.ru

45 PERI Wiehahn (Pty.) Ltd.

P.O. Box 2668

Bellville 7535 [email protected]

www.periwiehahn.co.za

46 TOW PERI Ukraina

23, M. Raskowa Str., B. 822

02002 Kiew [email protected]

www.peri.ua

47 PERI GmbH

Egypt Branch Office

24 A, Obour Gardens,

4th Floor, apt. # 1

Salah Salem Street

11361 Heliopolis Cairo [email protected]

www.peri.com.eg

48 PERI Oplate d.o.o.

Jurija Gagarina 81

11070 Novi Beograd [email protected]

www.peri.co.yu

49 PERI Cimbras y Andamios,

S.A. de C.V.

Parque de las Américas

KM 3.5 de la Carretera

Jorobas - Tula

Huehuetoca

Estado de México, C.P. 54680 [email protected]

www.peri.com.mx

50 PERI BAKU

Baku Branch Office

28 May Küç. Ev 72 Menzil 27

Baku [email protected]

www.peri.de

51 PERI Kalıp ve İskeleleri

Aşgabat Branch Office

Göroglu Sokak No. 130, Kat 2

744035 Aşgabat [email protected]

www.peri.com.tr

52 PERI Belarus

Pr. Nesawisimosti 11

Kopus-2 Zimmer: 526,528

220030 Minsk [email protected]

www.peri.com.tr

53 PERI oplate i skele d.o.o.

Dolenica 20

10 250 Donji Stupnik/ Zagreb [email protected]

www.peri.com.hr

54 PERI GmbH

Iran Branch Office

Flat 27, Blvd. KAVE,

Building No. 246

P.O. Box 9 3979 3669

Tehran [email protected]

www.peri.ir

55 PERI (India) Pvt Ltd

717 Palm Springs

Palm Court

Malad Link Road

Malad (West)

Mumbai – 400064 [email protected]

www.peri.in

56 PERI Jordan

Saad 5 Center, 4th Floor

Office No. 404

Al Madineh

Al Munawara Street

P.O. Box 367

11947 Amman [email protected]

www.peri.de

57 PERI Kuwait

Arraya Center, 29th Floor

Al-Shuhada Street, Sharq

P.O. Box 1060 Safat

13011 Kuwait [email protected]

www.peri.de

58 PERI Saudi Arabia

33 AL-Batraa Street

AL -Shurbatiy Building

AL - Bughdadiah AL -

Gharbiah Distrect

6th Floor, Flat # 61

P.O. Box 11641

Jeddah [email protected]

www.peri.de

59 PERI Qatar LLC

P.O. Box 24133

Doha [email protected]

www.peri.de

60 Société PERI S.A.S.

Bureau de liaison d‘Alger

50 bis, Route de Gué

de Constantine

Hai El Badr (ex Apreval)

Immeuble FADLI

Kouba - Alger [email protected]

www.peri.fr

7

8

10

1415

23

25

26

27 31

35

36

3739 40

43

44

45

4749

50 51

54

595558

5760 56

Griechenland

Lettland

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Kanada

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Algerien


D e

09

/20

07

2m

a

Art

. N

r.:

79

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6

© C

opyri

gh

t by P

ER

I G

mb

H

Wall FormworkPanel Formwork

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PERI GmbHFormwork Scaffolding EngineeringP.O. Box 1264

89259 Weissenhorn

Germany

Tel +49 (0)73 09.9 50- 0

Fax +49 (0)73 09.9 51- 0

[email protected]

www.peri.de

PERI Product Range

Titel_AuV_Domino mit U4.indd 1 24.09.2007 15:52:55 Uhr

Documents

DOMINO Panel formwork - PERI ASb71d3cef-9bfc-4aa5-8929-fab280998988/... · The DOMINO wall formwork system is a lightweight panel formwork for housing and civil engineering (foundations)