DOMINO Panel Formwork - Peri

DOMINO 

Panel Formwork 

Assembly Instructions for Standard Configuration 

Edition 0�/2009

DOMINO Panel Formwork 

Content 

Introduction 

Overview, main components 1 

Standard configuration 2 

Intended use 2 

Safety instructions 3 

General 3 

A General 

Basic assembly DOMINO 250 

A1 Storage and Transportation 4 

A2 Maintenance and Cleaning 5 

A3 Quick User Guide 6 

A4 DOMINO 250 Panels 8 

A5 Panel Connections 

Alignment Coupler DRS 10 

Compensation Waler DAR 80 11 

Wedge Clamp DKS 11 

A6 Anchor Point 12 

A7 Push-Pull Props 13 

A8 Corners 

90° corners 14 

Articulated Corners 15 


A9 T-junctions 

90° T-junction 16 

Wall Connection 17 

A10 Wall Offset 18 

A11 Length Compensation 20 

A12 Stopend Formwork 

With timber and filler plywood 21 

With Stopend Panel MT, MTF 22 

A13 Concreting Scaffold 

Scaffold Bracket DG 85 24 

Guardrails 26 

A14 Extensions 27 

A15 Foundations 28 

A16 DOMINO Alu Panels 29 

Key 

B Basic assembly DOMINO 275 

B1 DOMINO 275 Panels 30 

B2 Standard connection 31 


B3 Articulated Corners 32 

Stopend Formwork 32 

B4 Stopend Panel MTF 33 

B5 Extensions 34 

C Basic assembly DOMINO 300 

C1 DOMINO 300 Panels 36 

C2 Standard connection 37 


C3 Articulated Corners 38 

C4 Stopend Formwork 39 

Extensions 39 

Components 

Components 40 

Important safety 

Instructions Hints Visual Check Tip 

Assembly Instructions for Standard Configuration


Introduction 

Overview, main components 

B5 

B2 

B5 

B1 

A4 

B4 

A3 A1 A2 

A1 Panel 

A2 Panel connection 

A3 Anchor 

A4 Push-Pull Props 

B1 Corners 

B2 T-junctions 

B3 Wall offset 

B4 Length compensation 

B5 Stopend formwork 

B6 Working and concreting scaffold 

B7 Height extension 

1 Assembly Instructions for Standard Configuration 

B7 

B3 

B6


Introduction 

Standard configuration 

General 

The DOMINO wall formwork system 

consists of lightweight panel formwork 

for housing and civil engineering (foundations) 

projects with panels made of 

steel or aluminium. 

The basic equipment includes panel, 

corner and stopend elements as well as 

length compensation and scaffold 

brackets. For element connections, the 

alignment coupler or wedge clamp as 

well as the compensation waler are 

used, along with a range of additional 

parts required to carry out forming. 

Due to the integrated tie points, the 

panels can be used in both a vertical 

and horizontal position. 

The panels can be extended in 25 cm 

increments. 

Steel components are red powder-coated, 

aluminium elements are in yellow. 

Intended use 

1. PERI products are exclusively technical 

working materials which are intended 

for commercial use by technically 

competent users only. 

2. These assembly instructions serve as 

the basis for the project-related risk assessment 

and the instructions for the 

provision and use of the system by the 

contractor (user). However, they do not 

replace these. 

3. Only PERI original components may 

be used. The use of other products and 

spare parts represents a misapplication 

with associated safety risks. 

Steel panels h = 2.50 m 

– 3 panel heights and 4 panel widths 

– Permissible fresh concrete pressure: 

for concreting heights up to 2.50 m, 

withstands full hydrostatic pressure 

according to DIN 18202, Table 3, Line 7. 

For greater heights, a fresh concrete 

pressure of 60 kN/m² is permissible, 

Line 6. 

Aluminium panels h = 2.50 m 






For greater heights, a fresh concrete 

pressure of 50 kN/m² is permissible, 

Line 5. 

4. The components are to be inspected 

before each use to ensure that they are 

in perfect condition and function correctly. 

5. Changes to PERI components are 

not permissible and represent a misapplication 

with associated safety risks. 

6. Safety instructions and permissible 

loads must be observed at all times. 

7. Components provided by the contractor 

must conform with the characteristics 

required in these assembly instructions 

as well as all valid construction 

guidelines and standards. 

Steel panel h = 2.75 m 





according to DIN 18202,Table 3, Line 6. 

Aluminium panel h = 2.75 m 

– 2 panel heights and 1 panel width 





Steel panel h = 3.00 m 



60 kN/m² for concreting heights up to 

3.0 m according to DIN 18202,Table 3, 

Line 6. 

In particular, the following apply if nothing 

else is specified: 

– timber components: Strength Class 

C24 for Solid Wood EN 338. 

– scaffold tubes: galvanised steel tubing 

with minimum dimensions Ø 48.3 

x 3.2 mm according to EN 12811- 

1:2003 4.2.1.2. 

– scaffold tube couplings according to 

EN 74. 

8. Deviations from the standard configuration 

may only be carried out after a 

separate risk assessment has been 

done by the contractor (user). On this 

basis, appropriate measures for working 

safety along with the stability are to 

be implemented. 

2 Assembly Instructions for Standard Configuration


Introduction 

Safety instructions 

General 

1. Deviations for the standard configuration 

and/or intended use present a potential 

safety risk. 

2. All country-specific laws, standards 

and other safety regulations are to be 

taken into account when our products 

are used. 

3. During unfavourable weather conditions, 

suitable precautions and measures 

are to be implemented in order to 

guarantee working safety and stability. 

4. The contractor (user) must ensure 

the stability throughout all phases of 

construction. He has to ensure and verify 

that all loads which occur are safely 

transferred. 

5. The contractor (user) has to provide 

safe working areas for site personnel 

which are to be reached through the 

provision of safe access means. Areas 

of risk must be cordoned off and clearly 

marked. Hatches and openings on accessible 

working areas must be kept 

closed during working operations. 

6. For better comprehensibility, detailed 

representations are partly incomplete. 

The safety installations which have possibly 

not been shown in these detailed 

descriptions must nevertheless be 

available. 

General 

Additional PERI product information 

– DOMINO poster 

– Instructions for Use for the DOMINO 

Lifting Hook 

– Instructions for Use for pallets and 

stacking devices 

– PERI design tables 


Storage and transportation 

1. Do not drop the components. 

2. Store and transport components so 

that no unintentional change in their position 

is possible. Detach lifting gear 

from the lowered units only if these are 

in a stable position and no unimtentional 

change is possible. 

3. When moving, components are to be 

picked up and set down so that any unintentional 

toppling over, falling apart, 

slipping or rolling are avoided. 

4. Use only suitable load-carrying equipment 

to move the components as well 

as the designated load-bearing points. 

5, During lifting and moving procedures, 

ensure all loose parts are removed or 

secured. 

6. During the moving procedure, always 

use a guide rope. 

7. Move components only on clean, flat 

and sufficiently load-bearing surfaces. 

System-specific 

1. Retract components only when the 

concrete has sufficiently hardened and 

the person in charge has given the goahead 

for striking to take place. 

2. Anchoring is to take place only if the 

anchorage has sufficient concrete 

strength. 

The assemblies shown in these PERI 

assembly instructions are only examples 

which feature only one component 

size. They are valid accordingly for all 

component sizes contained in the 

standard configuration. 

3


A1 Storage and Transportation 

Instructions for Use for PERI pallets 

and stacking devices must always be 

taken into consideration. 

Manually-created transportation 

units must be correctly stacked and 

secured. 

Transportation 

PERI pallets and stacking devices are 

suitable for lifting with a crane or forklift. 

They can also be moved with the PERI 

pallet lifting trolley. 

All pallets and stacking devices can be 

lifted using both the longitudinal and 

front sides. 

DOMINO Stacking Device 

Panels of the same size are to be 

transported in stacks. 

(Fig. A1.01) 

Load-bearing capacity: 

500 kg/stacking device = 2.0 t/stack 

Number of panels per stack: 

2 – 5 DOMINO panels of the same size. 

Crane sling angle ≤ 45° 

4-sling lifting gear L = 3.0 m. 

(Fig. A1.02) 

Stacking height: 

3 stacks, one on top of each other. 

Transport of load 

Always attach the 4-sling lfting gear 

to the four points (1). 

(Fig. A1.01) 

4 

2 

1 

Fig. A1.01 

Fig. A1.02 

1 

Assembly 

1. Place the first panel with the formlining 

facing downwards on the rectangular 

tube (2). (Fig. A1.02) 

2. Insert the second and additional panels 

with the formlining facing upwards 

in the stacking devices. 

(Fig. A1.03) 

Fig. A1.03 

1 


1


A2 Maintenance and Cleaning 

In order to maintain the value and 

operational readiness of the DOMINO 

panel formwork over a long period of 

time, the formwork should be carefully 

handled at all times. 

Maintenance tips 

1. Concrete vibrator with rubber end 

cap reduces the risk of damage to the 

formlining. 

2. Spacers used for the reinforcement 

with large contact surfaces prevent impressions 

forming on the formlining. 

3. When placing heavy items on the 

formlining, use support timbers in order 

to prevent any impressions on and 

damage to the formlining surface. 

4. Spray the components with PERI Bio 

Clean before every use and clean the 

rear of the formwork with water immediately 

after concreting. 

(Fig. A2.01) 

5. Spray moving parts, if required, with 

PERI Bio Clean. 

6. For damage-free transportation, suitable 

PERI pallets and stacking devices 

are available. 

(Fig. A2.02) 

Due to the powder coating, cleaning requirements 

are kept to a minimum. 

Fig. A2.01 


Fig. A2.02 

5


A3 Quick User Guide 

Procedures 

Primary Formwork 

1. Horizontal assembly. 

(Fig. A3.01) 

2. Install push-pull props according to 

the valid width of influence. 

(Abb. A3.02) 

3. Transport to place of operations by 

crane. 

(Fig. A3.03) 

Secure panels to prevent tipping as 

well as withstanding wind forces. 

Release Lifting Hook only when the 

push-pull prop has been securely 

fixed in position. 

Closing formwork with concreting 

scaffold 

1. Mount brackets to the horizontallypositioned 

panel. (Fig. A3.04) 

2. Install decking and guardrails. 

(Fig. A3.05) 

3. Transport to place of operations by 

crane. 

4. Install anchors. 

Release Lifting Hook only after a top 

anchor has been installed. 

Forming from the external or internal 

corner in the direction of the compensation. 

6 

Fig. A3.01 

Fig. A3.03 

Fig. A3.04 

External corner Internal corner 

Fig. A3.02 

Fig. A3.05 



A3 Quick User Guide 

Concreting 

from safe and secure working scaffold. 

(Fig. A3.06) 

Striking and moving 

from the compensation to the corners. 

Concrete strength must be taken into 

account. 

Secure panels against tipping over 

and wind forces. 

Release Lifting Hook only when the 

push-pull prop has been securely 

fixed in position. 

Closing formwork 

1. Fix lifting hook and attach to crane. 

(Fig. A3.07) 

2. Remove anchors. 

3. Release panel connection. 

4. Move element, clean and transport 

to place of operations by crane. 

5. Connect panel, install anchors. 

6. Release crane lifting gear. 

Primary formwork 

1. Fix lifting hook and attach to crane. 

2. Release panel connection. 

3. Release push-pull prop anchoring. 

4. Move element, clean and transport 

to place of operations by crane. 

5. Connect panel. 

6. Install push-pull props. 

7. Release crane lifting gear. 

Cleaning 

with PERI Bio Clean and PERI spraying 

equipment. (Fig. A3.08) 

Working scaffold 

is not featured 

here. 


Fig. A3.06 

Fig. A3.08 

Fig. A3.07 

7


A4 DOMINO 250 Panels 

Height [cm] 

8 

250 

125 

75 

100 75 50 

Width [cm] 

25 75 

DGE 

S) A) S) A) S) S) S) A) N) A) A) A) 

S) A) 

S) A) 

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 

S) 

S) 

S) 

S) 

S) 

S) 

S) A) N) 

S) N) 

A) 

A) 

DAW DWD DPA 


A) 

A) 

A) 

A) 

H) 

H)


A4 DOMINO 250 Panels 

Panel 250 x 100 

10.4 

10.5 

10.2 

(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 


10 

10.3 

10.3 

10.6 

10.7 

10.1 

10.3 

10.3 

10.1 

9



Alignment Coupler DRS 

Areas of use: 

– standard connection 

– external corner, internal corner 

– obtuse and acute-angled corners 

– stopend formwork 

– filler timber 

– extensions 

Number required 

2 alignment couplers DRS (20) for 

h = 2.50 m on standard connections. 

(Fig. A5.01) 

Assembly 

1. Place wedge (20.1) in upper end position. 

2. Open sliding part (20.2). 

(Fig. A5.02). 

3. Attach Alignment Coupler (20) to 

panel strut (10.2). 

4. Close sliding part. Continuous adjustment 

using the keyway (20.3) possible. 

5. Secure wedge. (Fig. A5.03) 

The Alignment Coupler is now securely 

in position. 

If the wedge head (20.4) is up against 

the sliding part, there is no clamping effect! 

If so, release the wedge, re-position 

the sliding part and secure again with 

the hammer. 

When securing the wedge, the following 

effects occur due to the angle of 

the frame profile: 

1. Panels are flush. 

2. Panels are aligned. 

3. Panels are tightly connected. 

(Fig. A5.03.1) 

10 

20.3 

Fig. A5.02 

Fig. A5.03 

20 

20.2 

20.1 

20.4 

Fig. A5.01 

Fig. A5.03.1 

3 


1 

20 

2



Compensation Waler DAR 80 

The Compensation Waler DAR 80 (21) 

is used to brace and align panel connections 

as well as for transferring forces. 

Areas of use: 

– length compensation 

– corners with double Wall Thickness 

Compensator WDA 

– acute and obtuse-angled corners 

– wall offsets 

– stopend formwork 

– extensions at great heights 

Assembly 

1. Insert the hooks into the connecting 

holes 10.3 of the panel. 

2. Secure wedge. 

(Fig. A5.04) 

Wedge Clamp DKS 

For standard panel joints in the area of 

the foundations. 

(Fig. A5.05) 

Fig. A5.05 


21 

Fig. A5.04 

10.3 

11


A6 Anchor Point 

Anchor System DW 15 

Permissible load of the tie rod according 

to DIN 18216 is 90 kN. 

Components for DW 15 

– Tie Rod (30) 

– Spacer Tube (31) 

– Cone (32) 

– Wingnut Pivot Plate (33) 

(Fig. A6.01) 

Miscellaneous 

– Tie Rod Wrench (34) for one-man anchor 

point operations from one side 

– Plug (35) for sealing tie holes which 

are not required. 

(Fig. A6.02) 

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 outer 

drilled holes may be used for anchoring 

if using Wingnut Pivot Plates. 

(Fig. A6.03) 

– If using compensation walers, both 

drilled holes can be used for anchoring 

e.g. oblique angles. 

(Fig. A6.03) 

12 

30 

Fig. A6.01 

Fig. A6.02 

33 31 

34 

Fig. A6.03 

32 

Detail 

35 

Ø 20 mm 

Outer drilled holes 



A7 Push-Pull Props 

Push-Pull Prop Connector 

DRA 

Assembly 

Push-Pull Props and Kicker Braces are 

attached to the panels by means of the 

Push-Pull Prop Connector DRA (41). 

Connections are only possible using the 

horizontal panel struts. 

(Fig. A7.01) 

1. Place the Wedge Closing Device (42) 

in a vertical position. 

2. Insert the Push-Pull Prop Connector 

from below through the connecting 

hole. 

3. Turn the Wedge Closing Device to a 

horizontal position and secure. 

Push-Pull Props and Kicker 

Braces 

1. Attach Push-Pull Prop (40) or Kicker 

Brace to the connecting plate (43) using 

Pins and Cotter Pins (44). 

(Fig. A7.02) 

2. Fix base plate, e.g. with PERI Multi 

Monti 20 x 130 (45). 

(Fig. A7.03) 

Permissible push-pull prop spacings 

Formwork height h 

[m] 

Max. width of influence 

[m] 

Actual prop load FRS at maximum 

prop spacing 

Actual kicker brace load FAV [kN] at 

max. prop spacing 

distance of base plate [m] from 

x = 

rear edge of formwork 

distance of top connection point 

y = 

[m] from top of formwork 

41 

43 

2.50 2.75 3.00 4.00 5.00 

2.85 2.30 1.82 1.41 1.12 

5.0 5.0 5.0 5.0 5.0 

2.0 1.5 1.0 1.2 1.1 

1.2 1.2 1.2 1.6 2.0 

0.5 0.8 1.0 1.2 1.5 


44 

42 

41 

40 

Fig. A7.01 Fig. A7.02 

h < 8 m = 0.5 kN/m2 8 m < h < 20 m = 0.8 kN/m2 For the given widths of influence, a maximum force of 11.3 kN 

is transferred into the building at the foot of the push-pull 

prop. 

Perm. F (all directions) Hilti HKD M20 x 80 (B25) 5.8 kN. 

Recommended F (all directions) Anchor Bolt MMS 20x130 

for concrete 

with ß w > 20 N/mm2 11.3 kN 

Wind Loads: 

If the dynamic pressure deviates from 0.5 kN/m², the 

widths of influence can be changed proportionately from 

the existing dynamic pressure to 0.5 kN/m². 

40 

Fig. A7.03 

h 

43 

kN/m 2 

0.5 

y 

FAV 

x 

FRS 

60° 

45 

13


A8 Corners 

90° corners 

Wall thicknesses from 20 cm to 36.5 cm 

can be continuously formed. 

(Fig. A8.01) 

– wall thickness 25 cm is without any 

adjustment 

– for wall thicknesses < 25 cm adjustment 

inside 

– for wall thicknesses > 25 cm adjustment 

outside 

Adjustments are carried out by means 

of the Wall Thickness Compensator 

DWD 5 (18) or timber provided by the 

contractor (50). 

External corner 

Consisting of: 

– Panel ...x 50 (11) 

– Outside Corner Angle DAW (12) 

– 2 x Alignment Coupler DRS (20) per 

side 

(Fig. A8.02) 

Internal corner 


– Articulated Corner DGE (13) with Corner 

Locking 90° (13.1) 

– 2 x Alignment Coupler DRS (20) per 

side 

(Fig. A8.03) 

For the number of Alignment Couplers 

required for other panel heights: see 

the DOMINO poster. 

14 

50 

18 

DWD 5 

50 

Fig. A8.01 

Fig. A8.02 

20 

50 

50 

30 cm 

18 

DWD 5 

12 11 

20 

50 

18 

DWD 5 

50 

18 

2 DWD 5 

50 

50 

24 

50 

50 

35 cm 

50 

Filler timber 1 cm 

18 

2 DWD 5 

13 

13.1 


50 

18 

2 DWD 5 

Filler timber 1.5 cm 

20 

50 

50 

90° 

50 

25 

50 

36.5 cm 

50 

Timber 11.5 cm 

50 

13.1 

Fig. A8.03


A8 Corners 

Articulated Corners 

For oblique angles of 75° and more. 

(Fig. A8.04) 

DRS Alignment Couplers are to be installed 

in a bottom to top direction for 

both external and internal corners. 

For the number of Alignment Couplers 

required for other panel heights: see 

the DOMINO poster. 

External corner 


5 x Alignment Coupler DRS (20) and 

2 x Compensation Waler DAR 80 (23) 

for h = 2.50 m. (Fig. A8.04) 

Internal corner 


4 x Alignment Coupler DRS (20) for 

h = 2.50 m. (Fig. A8.06) 

135° corners 

For 135° corners, the Positioning Pin 

135° (13.1) is used on both the inside 

and outside. 

(Fig. A8.05) 

Assembly of the Locking Pin 

1. Remove Corner Locking 90°. 

2. Install Positioning Pin 135° with Bolt. 

Filler areas (x) 

Angle Wall thickness 

[cm] 

20 25 30 35 36 

165° 2.7 3.4 4.1 4.7 4.8 

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 

105° 16 19.8 23.6 27.5 28.2 

75° 27.1 33.6 40.1 46.7 48 

Fig. A8.04 

Fig. A8.06 


x 

13 

75 

min. 75° 

max. 165° 

20 

75 

23 

13.1 outside 

13.1 inside 

x 

135° 

135° 

Fig. A8.05 

15


A9 T-junctions 

90° T-junctions 

Wall thicknesses from 15 cm to 35 cm 

can be continuously formed. 

(Fig. A9.01) 

– wall thickness 25 cm without any adjustment 

– for wall thicknesses < 25 cm adjustment 

inside 

– for wall thicknesses > 25 cm adjustment 

outside 

Adjustments are carried out by means 

of the Wall Thickness Compensator 

DWD 5 (18) or timber provided by the 

contractor (50). 

Assembly 

– forming the T-junction with the Articulated 

Corner DGE (13) 

– form the straight wall section on the 

opposite side with Panel D 75 (15). 

Two compensators (DWD) are required: 

install one DWD right and left of the 

Panel D 75 respectively. 

Pilaster 

For the arrangement and number of the 

horizontal Compensation Walers DAR 

80 (24) and Frame Spanner (55): 

see Stopend Formwork with Timber. 

(Fig. A9.02) 

16 

Fig. A9.01 

Fig. A9.02 

13 

24 

15 

20 

75 

25 

75 

13 

55 

18 

35 36.5 

75 75 cm 

75 cm 

15 


24 

13 13 

13 13 

13 

13 

13 

15 

15 

18 

13 

13 

15 

15 

75 

30 

75 

50 

Filler timber 1 cm 

13 

18 

50 

Timber 11.5 cm


A9 Wall Connection 

Obtuse wall connection 

With DOMINO Panel and Cam Nut 

DW 15 (19). 

(Fig. A9.03) 

With Multi-Purpose Panel DM ... x75. 

(Fig. A9.04) 

With Wall Thickness Compensator 

DWD (18) or timber supplied by contractor. 

(Fig. A9.05) 

Fig. A9.03 

Fig. A9.04 

Fig. A9.05 


19 

DM 75 

DM 75 

100 cm 

100 cm 

18 

100 cm 

100 cm 

100 cm 

100 cm 

100 cm 

100 cm 

100 cm 

100 cm 

17


A10 Wall Offset 

Wall offset ≤ 17 cm 

By moving the panel laterally. 


– 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) for 

> 12 cm wall offsets 

(Fig. A10.01) 

Wall offset 17 – 83 cm 


– Multi-Purpose Panel DM 75 (10) (3 cm 

increments) 

– Articulated Corner DGE (13) internally 

and externally 


– Stopend Tie DSA (25) 


(50) 

(Fig. A10.02) 

Wall offset 25 – 37 cm 


– Articulated Corner DGE (13) internally 

and externally 

– Outside Corner Angle DAW (12) 



(50) (maximum 12 cm) 

(Fig. A10.03) 

Locating board facilitates the positioning 

of the formwork panel. 

18 

Fig. A10.01 

Fig. A10.02 

Fig. A10.3 

13 

50 29 20 21 

50 

12 

25 

13 

≤ 17 

21 20 

10 

≤ 83 cm 

25 – 37 

21 

21 

≥ 17 

12 

51 

13 

50 

29 50 

21 

10 

21 

13 

25 



A10 Wall Offset 

Height offset 

For height offsets: depending on the 

offset itself, Alignment Couplers DRS 

(20) are installed alternately on the 

frame struts of the right and left panels. 

(Fig. A10.04) 

Fig. A10.04 


20 

20 

19


A11 Length Compensation 

With timber ≤ 12 cm provided 

by the contractor 

Length compensation takes place using 

timber which has been cut to size (50). 

(Fig. A11.01) 

– Timber ≤ 10 cm with Alignment Coupler 

DRS. 

– Timber ≤ 12 cm with Alignment Coupler 

DRS and Compensation Waler 

DAR 80. 

– With compensations > 2.5 cm, anchor 

in middle of timber. 

– Alignment Couplers DRS (20) are to 

arranged as for standard element 

joints. 

– The Wingnut Pivot Plate DW 15 must 

overlap the frame of the adjoining 

panel by at least 1 cm 

(for timber ≤ 10 cm). 

With Filler Support DPA for 

compensations up to 30 cm 


– 2 x Filler Support DPA (53) 

– plywood filler 21 mm (51) 

(Fig. A11.02) 

Anchoring must be carried out so that 

anchor forces are transferred through 

the centre of the PERI Compensation 

Waler DAR 80 (21) to the adjacent panels. 

20 

20 

53 

max. 10 cm 

50 

51 

Fig. A11.01 

Fig. A11.02 

21 

max. 30 cm 




With timber and filler plywood 

For wall thicknesses up to 36.5 cm. 


– 3 x Compensation Waler DAR 80 (24) 

– 6 x Stopend Tie DSA (25) with Wingnut 

Pivot Plate 

– 6 x Top Tie Bracket DAH (55) with 

Frame Spanner DW 15 

(Fig. A12.01) 

The fresh concrete pressure from the 

Stopend Formwork is transferred by 

means of the Stopend Tie and Compensation 

Waler DAR 80 to the DOMINO 

panels. 

24 

Fig. A12.01 


25 

55 

21



Stopend panel reinforcement 

with and without water 

bar 

H = 2.50 m and 1.25 m 


– 2 x Outside Pieces AT 3 (56) for approx. 

2.5 cm concrete cover or 2 x AT 5 for 

approx. 5 cm concrete covering 

– 1 x Centre Piece MTF (57) 

(Fig. A12.02) 

The rubber lip (56.1) allows a continuous 

reinforcement thickness of 16 mm. 

Assembly without water bar 

1. Position primary formwork. 

2. Attach Outside Piece AT (56) by 

means of Alignment Coupler DRS (20). 

3. Install first layer of reinforcement. 

4. Place Centre Piece MT (57) in position. 

5. Install second layer of reinforcement. 

6. Position closing formwork. 

7. Install second Outside Piece AT (56) 

in Centre Piece MT. 

8. Fix with Alignment Coupler DRS (20). 

(Fig. A12.03) 

22 

56.1 

Fig. A12.02 

20 

Fig. A12.03 

57 MTF 

56 AT 

56 57 

56.1 

16 mm 

56 57 

MTF 

AT 

16 mm 

DM 75 

Concrete cover c: 

d - b 

c = - Ø 

2 

c 

c 

b 

c 

c 

b 

DM 75 

Reinforcement 

d 

d 




Assembly with water bar 

1. Position primary formwork. 

2. Attach Outside Piece AT (56) by 

means of Alignment Coupler DRS (20). 

3. Install first layer of reinforcement. 

4. Place Centre Piece MTF (58) in position 

and install water bar. 

5. Install second layer of reinforcement. 

6. Position closing formwork. 

7. Install second Outside Piece AT (56) 

in Centre Piece MTF. 

8. Fix with Alignment Coupler DRS (20). 

(Fig. A12.04) 

Stopend panel with water 

bar 


– 2 x Outside Pieces AT (56) 


– 2 x filler plates (51) supplied by the 

contractor 

56 

57 

20 

51 

51 

Fig. A12.04 

H = 2,50 m 

AT 250x3 

AT 250x5 

H = 1,25 m 

AT 125x3 

AT 125x5 


MT 250x20 

MT 250x24/25 

MT 250x30 

MT 250x35/36 

MTF 250x20 

MTF 250x24/25 

MTF 250x30 

MTF 250x35/36 

MT 125x20 

MT 125x24/25 

MT 125x30 

MT 125x35/36 

MTF 125x20 

MTF 125x24/25 

MTF 125x30 

MTF 125x35/36 

Wall thickness d [cm] 

b 

Concrete cover approx. 25 mm Concrete cove approx. 50 mm 

[mm] 20 24/25 30 35/36 24/25 30 35/36 40 

– 2 2 2 2 

– 2 2 2 2 

without water bar without water bar 

118 1 1 

158 1 1 

218 1 1 

268 1 1 

with water bar 


118 1 1 

158 1 1 

218 1 1 

268 1 1 

– 2 2 2 2 

– 2 2 2 2 


118 1 1 

158 1 1 

218 1 1 

268 1 1 



118 1 1 

158 1 1 

218 1 1 

268 1 1 

23



Scaffold Bracket DG 85 

Concreting scaffold is mounted on the 

Domino formwork with the Scaffold 

Bracket DG 85. 

(Fig. A13.01) 


– Scaffold Bracket DG 85 (63) 

– Handrail Post HSGP (66) 

Permissible load 1.5 kN/m² 

Secure planking. 

Decking components and guardrails 

must be mounted securely in position 

at all times. 

With extended formwork units, the 

working scaffold is mounted as part of 

the pre-assembly process. 

Permissible bracket spacing in [m] 

for scaffolding platform consisting of 

wooden planks or boards 

Table 8, DIN 4420 Part 1. 

Scaffold group Board or plank width Board or plank thickness 

24 

1, 2, 3 

63 

3.0 cm 3.5 cm 4.0 cm 4.5 cm 5.0 cm 

20 cm 1.25 1.50 1.75 2.25 2.50 

24 / 28 cm 

1.25 1.75 2.25 2.50 2.75 

66 

m 

2.50 

Fig. A13.01 


m 

> 2.00



Scaffold Bracket DG 85 

Assembly 

1. Insert Handrail Post HSGP. 

2. Slide back fastening bolts (63.1). 

3. Hook in Scaffold Brackets (63) in the 

connecting holes of the panel and secure 

with the fastening bolts. 

(Fig. A13.02) 

It is possible to use the horizontal panel 

struts. 

Visual control of the suspension equipment! 

4. Install decking planks from below 

across the complete bracket width and 

then secure. 

5. Install guardrails and secure with 

nails. 

6. Mount end guardrails, e.g. End Handrail 

Frame 55 (64). 

(Fig. A13.03) 

Fig. A13.02 

Fig. A13.03 


64 

63 

max. prop spacing 2.0 m 

max. width of influence 2.0 m 

63.1 

25



Guardrails 


– Handrail Post Holder DOMINO (65) 

– Handrail Post HSGP (66) 

(Fig. A13.04) 

With a fall-height > 3.0 m, guardrails 

are required on the opposite side of the 

concreting scaffiold. 

Assembly is carried out horizontally. In 

cases of vertical assembly use e.g. a 

mobile scaffold. 

Secure boards with nails! 

Assembly 

1. Slide back fastening bolts (63.1) and 

hook in Handrail Post Holder DOMINO 

(65) in the connecting holes of the panel. 

2. Secure with Cotter Pins. 

3. Insert Handrail Post HSGP (66). 

4. Install guardrails and secure with 

nails. 

(Fig. A13.05) 

When erecting, make sure that the 

guardrails are not damaged by the lifting 

gear. 

Assembly is only possible on vertical 

struts. 

With extended formwork units, the 

guardrails are mounted as part of the 

pre-assembly process. 

Dismantling 

Do not lay the formwork panel on the 

Handrail Post Holder DOMINO (65). 

26 

Fig. A13.04 

Fig. A13.05 

65 

66 

max. prop spacing 2.0 m 

max. width of influence 2.0 m 

63.1 



A14 Extensions 

Extension guidelines for 

horizontal pre-assembly up 

to h = 5.00 m 

Do not exceed permissible load-bearing 

capacity of the DOMINO Lifting 

Hook (500 kg) and crane capacity! 

Extension possibilities, number and arrangement 

of DRS Alignment Couplers, 

DAR 80 Compensation Walers and 

formwork anchors are featured on the 

DOMINO poster. 

Panel connections: 

With one or more horizontal and vertical 

panel joints, always use the DRS 

Alignment Coupler (20). 

(Fig. A14.01 - A14.05) 

Pre-assemble extension units horizontally 

with the formlining face down. 

Place timbers or planks in position as 

support. The assembly area must be 

flat. 

Erection with the crane. 

(Fig. A14.06) 

Fig. A14.06 

Fig. 

A14.01 


25 cm 

50 cm 

75 cm 

50 cm 100 cm 

100 cm 

20 

Fig. 

A14.02 

Fig. 

A14.03 

m 

≤ 5.0 

m 

3.75 

1.25 m 

2.50 m 

m 

2.50 

Fig. A14.04 

Fig. A14.05 

27


A15 Foundations 

Foundation Formwork 

All DOMINO panels are suitable for 

shuttering foundations. 

In addition, DOMINO panels with h = 125 

have inset tie points and can be used 

horizontally without any problems. 

(Fig. A15.01) 

Foundation Tie Clamp 

If the bottom tie positions are missing 

in the strip and individual foundations, 

the Foundation Tie Spanner DLS together 

with the Perforated Foundation Tie 

are used. 

Required Perforated Foundation Tie 

length: 

Foundation width + 50 cm. 

Assembly 

1. Position the panel on the Perforated 

Foundation Tie (86). 

2. Fix the Foundation Tie Spanner (85) 

in the lowest connecting hole by means 

of bolts (85.1). 

3. Attach the Perforated Foundation Tie 

in the tensioning lever (85.2). 

4. Tension with ratchet, SW 14. Permissible 

tension force: 16 kN (for foundation 

formwork). 

(Fig. A15.02) 

28 

Fig. A15.01 

85 

85.1 

85.2 

Fig. A15.02 

SW 14 

86 

2.50 m 

1.25 m 

max. 

86 

11.7 

85 

approx. 

25 cm 



A16 DOMINO Alu Panels 

Panels 

When using DOMINO Alu elements, 

the same formwork guidelines apply as 

for the DOMINO 250 Steel. 

Available panel widths for h = 2.5 m 

and 1.25 m: 

100 / 75 / DMA 75 cm. 

(Fig. A16.01 - A16.06) 

– It can be combined with DOMINO 

Steel. 

– For extensions in combination with 

steel elements, the aluminium panels 

are always to be installed at the top. 


2.50 m 

1.25 m 

Fig. A16.01 

Fig. A16.04 

100 cm 

75 cm 

DMA 75 

Fig. A16.02 

Fig. A16.05 

Fig. A16.03 

Fig. A16.06 

29


B1 DOMINO 275 Panels 

Height [cm] 

Key 

S) Panels with steel frames 

(red powder-coated) 

A) Panels with aluminium frames 

(yellow powder-coated) 



30 

275 

125 

75 

100 75 50 

Width [cm] 

25 75 

S) A) 

S) S) A) S) 

S) 

S) A) 

S) 

S) 

S) 

Alu panels 

When using the Alu panels, the same 

formwork guidelines apply as for the 

H = 250 connections and extensions. 

S) 

S) 

S) 

S) A) N) A) A) A) 

S) A) N) 

S) N) 

DGE DAW DWD DPA 

A) 

A) 


A) 

A) 

A) 

A) 

H) 

H)


B2 DOMINO 275 

Standard joint 

2 x Alignment Coupler DRS (20). 

(Fig. B2.01) 

External Corner 90° 

3 x Alignment Coupler DRS per side. 

(Fig. B2.02) 

Internal Corner 90° 


(Fig. B2.03) 


20 

Fig. B2.02 

Fig. B2.03 

Fig. B2.01 

31



Internal articulated corner 


For 135° corners, additional 2 x Positioning 

Pins 135° inside (13.1). 

(Fig. B3.01) 

External articulated corner 

5 x Alignment Coupler DRS per side 

and 2 x Compensation Waler DAR 80 

(23). 


Pins 135° outside (13.1). 

(Fig. B3.02) 

Stopend formwork with 

timber and plywood fillers 





Pivot Plate 



(Fig. B3.03) 

32 

23 

13.1 

min. 75° 

max. 

165° 

13.1 

55 

24 

25 

Fig. B3.01 

Fig. B3.02 

Fig. B3.03 




Stopend panel reinforcement 



– 2 x Outside Pieces AT 3 (56) for approx. 

2.5 cm concrete cover or 2 x AT 5 for 

approx. 5 cm concrete covering 


(Fig. B4.01) 

The rubber lip (56.1) allows a continuous 

reinforcement thickness of 16 mm. 

Assembly without and with water bar 

or expandable water bar: see A12. 

Installation (Fig. B4.02) 

Concrete cover c: 

d - b 

c = - Ø 

2 

c 

c 

b 

c 

c 

b 

Reinforcement 

d 

d 

56.1 

Fig. B4.01 


57 MTF 

H = 2,75 m 

AT 275x3 

AT 275x5 

56 AT 

MT 275x20 

MT 275x24/25 

MT 275x30 

MT 275x35/36 

MTF 275x20 

MTF 275x24/25 

MTF 275x30 

MTF 275x35/36 

56.1 

16 mm 

56 57 

16 mm 

Fig. B4.02 

Wall thickness d [cm] 

b 

Concrete cover approx. 25 mm Concrete cover approx. 50 mm 

[mm] 20 24/25 30 35/36 24/25 30 35/36 40 

– 2 2 2 2 

– 2 2 2 2 


118 1 1 

158 1 1 

218 1 1 

268 1 1 



118 1 1 

158 1 1 

218 1 1 

268 1 1 

33





to h = 5.25 m 

See also A14 Extensions. 

5.25 m 

34 

2.50 m 

2.75 m 

25 cm 

50 cm 

75 cm 

5.00 m 

25 

1.00 m 

1.00 m 

2.75 m 

2.75 m 



35


C1 DOMINO 300 Panels 

Height [cm] 

Key 

S) Panels with steel frames 

(red powder-coated) 

A) Panels with aluminium frames 

(yellow powder-coated) 



36 

275 

125 

75 

100 75 50 

Width [cm] 

25 75 

S) A) 

S) S) 

S) 

S) A) 

S) 

S) 

S) 

S) 

Alu panels 

When using the Alu panels, the same 

formwork guidelines apply as for the 

H = 250 connections and extensions. 

S) 

S) 

S) 

S) N) A) A) A) 

S) A) N) 

S) N) 

DGE DAW DWD DPA 

A) 

A) 


A) 

A) 

A) 

A) 

H) 

H)


C2 DOMINO 300 

Standard joint 

3 x Alignment Coupler DRS (20). 

(Fig. C2.01) 

External Corner 90° 


(Fig. C2.02) 

Internal Corner 90° 


(Fig. C2.03) 

Fig. C2.02 


20 

Fig. C2.03 

Fig. C2.01 

37



Internal articulated corner 



Pins 135° inside (13.1). 

(Fig. C3.01) 

External articulated corner 

5 x Alignment Coupler DRS per side 

and 2 x Compensation Waler DAR 80 

(23). 


Pins 135° outside (13.1). 

(Fig. C3.02) 

38 

23 

13.1 

min. 75° 

max. 165° 

13.1 

Fig. C3.01 

Fig. C3.02 




Stopend formwork with 

timber and plywood fillers 





Pivot Plate 



(Fig. C4.01) 



to h = 5.0 m 

See also A14 Extensions. 

cm 

3.0 m 

1.25 m 

75 

Fig. C4.01 

25 cm 50 cm 

75 cm 

1.0 m 

3.0 m 


m 

5.0 

m 

1.0 

m 

3.0 m 

1.0 

55 

24 

25 

39


Item no. Weight kg 

066020 87,700 Panel D 250 x 100 

Panel with steel frame and formlining 15 mm. 

40 





530 1440 530 

2500 

1000 117 

530 1440 530 

2500 

750 117 

530 1440 530 

2500 

500 117





066021 59,500 Panel DA 250 x 100 

Panel with aluminium frame and formlining 15 

mm. 



mm. 

530 1440 530 

2500 

250 117 

530 1440 530 

2500 

1000 117 

530 1440 530 

2500 

750 117 

41



066024 

066032 

42 

76,500 

50,200 

Multi Panels DM/DMA 250 

Multi Panel DM 250 x 75 

Multi Panel DMA 250 x 75 

Panel Steel/Alu with formlining 15 mm. For oblique 

angles, wall connections etc.. 

066029 39,000 Articulated Corner DGE 250 

Made of aluminium. For oblique angles from 75° 

for the outside and inside. 

066030 

101986 

7,820 

11,600 

Wall Thickness Compensations DWD 250 

Wall Thickness Compensation DWD 250 x 5 

Wall Thickness Compensation DWD 250 x 10 

For infills using 21 mm and 27 mm plywood. 

Complete with 

46 x 030290 Plug Ø 20 mm 

530 1440 530 

2500 

750 

45 22 x 30 = 660 45 

Complete with 

2 x 066100 Corner Locking DEA 90° 

530 1440 530 

2500 

530 1440 530 

2500 

27 50 27 

100 

117 

250 250 250 

117 

117 

117



066028 10,500 Outside Corner Angle DAW 250 

For panel connections at 90 ° external corners. 

066033 

066034 

4,150 

3,920 

Filler Supports DPA 250 

Filler Support DPA 250 

Filler Support DPA 250/27 


111603 148,000 Shaft Panel DSE 275 

For lifting complete internal formwork in shafts. 

2500 

2490 

45 

117 

93 / 87 

117 

Safety information 

Load-bearing point: max. capacity 2.0 t. 

2750 

500 

117 

43



111665 4,360 Spindle Shaft Panel DSE 

For use with Shaft Panel DSE. For spindling back 

to the starting position. 1 piece per Shaft Panel 

DSE. 

101927 

108855 

101928 

101929 

101930 

101931 

44 

16,200 

17,900 

27,100 

31,200 

36,000 

39,700 

Stopend Panels DOMINO AT 250 

Stopend Panel DOMINO AT 250 x 3 


Outside Piece for stopend formwork. 

Stopend Panels DOMINO MTF 250 

Stopend Panel DOMINO MTF 250 x 20 

Stopend Panel DOMINO MTF 250 x 24/25 



With expansion joint for stopend formwork. 

Complete with 

2 x 105822 Pin Ø 20 x 102, galv. 

2 x 022230 Cotter Pin 5/1, galv. 

Note 

Spanner size SW 24. 

150 

230 

SW 24 

248 

Note 

Concrete cover approx. 30 or 50 mm. 

2500 

B 

118 

158 

218 

268 

2500 

210 

117 

66 

AT 250 x 3 AT 250 x 5 

B 

120 

210 

117







066043 28,600 Panel D 125 x50 




280 930 40 

1250 

1000 117 

40 240 930 40 

1250 

750 117 

280 930 40 

1250 

500 117 

280 930 40 

1250 

250 117 

45





mm. 

46 



mm. 

066042 

066052 

43,700 

27,300 

Multi Panels DM/DMA 125 

Multi Panel DM 125 x 75 

Multi Panel DMA 125 x 75 

Panel Steel/Alu with formlining 15 mm. For oblique 

angle, wall connections etc.. 




1000 

40 240 930 40 

1250 

280 930 40 

1250 

750 117 

117 

Complete with 

46 x 030290 Plug Ø 20 mm 

280 932 38 

1250 

750 

45 22 x 30 = 660 45 

Complete with 


280 930 40 

1250 

250 250 

117 

250 

117



066048 

101964 

4,030 

5,940 

Wall Thickness Compensators DWD 125 

Wall Thickness Compensator DWD 125 x 5 

Wall Thickness Compensator DWD 125 x 10 

For adaptating to different wall thicknesses. 



066053 

066054 

2,070 

1,950 

Filler Supports DPA 125 

Filler Support DPA 125 

Filler Support DPA 125/27 


111655 77,100 Shaft Panel DSE 125 

For lifting complete internal formwork in shafts. 

280 930 40 

1250 

1250 

1240 

45 

27 

117 

93 / 87 

50 

117 

117 

27 

100 

117 


Load-bearing point: max. capacity 2.0 t. 

1250 

500 

117 

47



101934 

108856 

101935 

101936 

101937 

101940 

48 

8,140 

8,980 

14,600 

15,200 

17,500 

19,300 

Stopend Panels DOMINO AT 125 



Outside Piece for stopend formwork. 

Stopend Panels DOMINO MTF 125 





With expansion joint for stopend formwork. 







Note 

Concrete cover approx. 30 or 50 mm. 

1250 

B 

118 

158 

218 

268 

1250 

280 430 40 

750 

250 117 

500 

750 

280 430 40 

750 

AT 125x3 AT 125x5 

210 

B 

117 

280 430 40 

750 

120 

117 

117 

210 

117





066062 31,600 Multi Panel DM 75 x 75 

Panel with steel frame and formlining 15 mm. For 

oblique angles, wall connections, stopend formwork 

etc. 




066068 2,520 Wall Thickness Compensator DWD 75 x 5 

For adaptating to different wall thicknesses. 



1000 

280 430 40 

750 

117 

Complete with 

23 x 030290 Plug Ø 20 mm 

280 432 38 

750 

750 

45 22 x 30 = 660 45 

Complete with 


280 430 40 

750 

750 

280 430 40 

750 

27 

117 

50 

117 

117 

250 250 

117 

250 

117 

49



066035 

066036 

066037 

066038 

066055 

066056 

066057 

066058 

066070 

066071 

066072 

066073 

50 

47,100 

44,200 

41,000 

32,800 

24,400 

22,600 

21,200 

16,000 

16,100 

15,100 

14,000 

9,900 

Column Panels DS 250 

Column Panel DS 250 x 40 




DOMINO Column Panel without anchor holes. 













B 

400 

350 

300 

200 

2500 

B 117 

B 

400 

350 

300 

200 

1250 

B 117 

B 

400 

350 

300 

200 

750 

B 117



066088 2,030 Chamfer Strip DSD 250 

For DOMINO Column Formwork and external corners. 

066100 1,470 Corner Locking DEA 90° 

For 90° inside corners. 

066095 1,060 Positioning Pin DGE 135° internal 

For 135° internal corners 

066097 1,560 Positioning Pin DGE 135° external 

For 135° external corners. 

2500 

141 

60 

165 

141 

Complete with 

2 x 710224 Hex. Bolt ISO 4017 M12 x 40-8.8, galv. 

M 12x40 

308 

40 

Complete with 

2 x 710224 Hex. Bolt ISO 4017 M12 x 40-8.8, galv. 

M 12x40 

470 

120 

40 

120 

51



066080 3,630 Alignment Coupler DRS 

For all DOMINO panel connections. 

Compensations up to 12 cm possible. 

52 

066081 1,160 Wedge Clamp DKS 

For standard DOMINO panel connections not 

under high load. 

066084 8,510 Compensation Waler DAR 80 

For length compensations, height extensions, 

stopend formwork and special applications for 

DOMINO. With captive connection components. 

066085 6,570 Scaffold Bracket DG 85 

For assembly of working and concreting scaffolds 

for DOMINO. 

034580 3,520 

Accessories 

Handrail Post HSGP 

max 173 

288 

151 

790 

127 

109 

40 

40 

Technical Data 

Permissible load 150 kg/m 2 with maximum width 

of influence 2.00 m. 

1044 

25 

112 

653 

133 

60 

61 

259 

165 

45



106877 2,730 Handrail Post Holder DOMINO 

For assembly of guardrails on DOMINO panels. 

034580 3,520 

Accessories 

Handrail Post HSGP 

034580 3,520 Handrail Post HSGP 

As guardrail for different systems. 

066082 1,040 Push-Pull Prop Connector DRA 

For connecting push-pull props and kickers to 

DOMINO panels. 

Complete with 



Maximum width of influence 2.00 m. 

142 

65 35 

120 

440 

1050 

146 

1300 

349 

Complete with 

1 x 027170 Pin Ø 16 x 42, galv. 


117 

Ø16x42 

120 98 

68 

28 

213 

53



110406 2,100 Stopend Tie-2 DSA 

For transferring forces from the stopend formwork 

to the DOMINO panels. Thread DW 15. 

54 

030290 0,002 Plug Ø 20 mm 

For sealing tie holes which are not required: Ø 20 

mm. 

027680 49,600 Connector SB-1,2 - MX/TR/D 

For assembling Brace Frame SB-1,2 to MAXIMO, 

TRIO and DOMINO elements. 

027690 

027590 

113255 

114107 

0,368 

2,400 

0,433 

1,250 

Accessories 

Pin Ø 19 x 165, galv. 

Hook Strap SB-1, 2 

Pin SB-MAXIMO, galv. 

Sleeve SB-MAXIMO, galv. 

DW 15 

443 

Note 

Delivery unit: 500 pieces. 

13 

21 

Ø 

25 

Ø 

95 

150 

174 


Load-bearing point: max. capacity 1.0 t 

with a crane sling angle ≤ 15°. 

250 

120 

60 

min 1270 max 1650 

1770 

240 

490 650 265 160 

21



025740 9,140 Connector SB-A, B, C - MX/TR/D 

For assembling Brace Frame SB-A0, A, B, C to 

MAXIMO, TRIO and DOMINO elements. 

027690 

113255 

114107 

0,368 

0,433 

1,250 

Accessories 

Pin Ø 19 x 165, galv. 

Pin SB-MAXIMO, galv. 

Sleeve SB-MAXIMO, galv. 

027690 0,368 Pin Ø 19 x 165, galv. 

For panel formwork with 12 cm overall height. 

066090 2,480 Foundation Tie Clamp DOMINO DLS 

For anchoring foundation formwork in combination 

with the Perforated Foundation Tie. 

023020 0,676 Perforated Foundation Tie, 25 m roll 

For use with Foundation Tie Clamp TRIO, DOMINO 

and HANDSET. 

Note 

One for each tie point. 

125 

165 

125 

Ø19 

Note 

Spanner size SW 14. 

152 

170 

130 

34 


Permissible Tension Force: 16.0 kN 

50 

22 

20 

50 

130 

120 

SW 14 

55



066086 1,100 Top Tie Bracket DAH, galv. 

For tying at any position outside of the frame, particularly 

for foundations. 

56 

066091 6,330 Lifting Hook DOMINO 500 kg 

For transporting DOMINO panels. 

066093 0,020 Stacking Device DOMINO DSH 

Plastic Prevents the panels from slipping. 

066099 0,030 Stacking Aid DOMINO DSW 

For stacking DOMINO panels. 4 pieces required 

for each stack. 

100 

Ø20,5 

100 

88 

Note 

Always use 2 pieces per transportation unit! 


Follow Instructions for Use. 

Load-carrying capacity 0.5 t with a crane sling 

angle ≤ 30°. 

19 

55 512 

80 

187 100 

55 

49 

50 

30 

50 

195 112



066094 7,980 Stacking Device DOMINO, galv. 

For stacking and transporting 2 - 8 DOMINO panels 

of each size. Suitable for crane and fork-lift 

transportation. 4 pieces per stack. 


Load-bearing capacity: 250 kg per device, 1 t per 

stack. 

Follow Instructions for Use! 

100 

1115 

125 

57

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24 

16 Austria 

PERI Ges.mbH 

3134 Nußdorf ob der Traisen 

office@peri.at 

www.peri.at 

17 Czech Republic 

PERI spol. s r.o. 

252 42 Jesenice 

info@peri.cz 

www.peri.cz 

18 Denmark 

PERI Danmark A/S 

2670 Greve 

peri@peri.dk 

www.peri.dk 

19 Finland 

PERI Suomi Ltd. Oy 

05460 Hyvinkää 

info@perisuomi.fi 

www.perisuomi.fi 

20 Norway 

PERI NORGE AS 

3036 Drammen 

info@peri.no 

www.peri.no 

21 Poland 

PERI Polska Sp. z o.o. 

05-860 Płochocin 

info@peri.pl.pl 

www.peri.pl.pl 

22 Sweden 

PERIform SVERIGE AB 

30013 Halmstad 

peri@periform.se 

www.periform.se 

4 

42 

11 

2 

5 

23 Korea 

PERI (Korea) Ltd. 

Seoul 135-080 

info@perikorea.com 

www.perikorea.com 

24 Portugal 

PERIcofragens Lda. 

Linda-a-Pastora 

2790-326 Queijas 

info@peri.pt 

www.peri.pt 

6 

25 Argentina 

PERI S.A. 

(1625) Escobar/Prov. Bs. As. 

info@peri.com.ar 

www.peri.com.ar 

26 Brazil 

PERI Formas e 

Escoramentos Ltda. 

CEP 06730-000 

Vargem Grande Paulista 

São Paulo 

info@peribrasil.com.br 

www.peribrasil.com.br 

3 

27 Chile 

PERI Chile Ltda. 

Colina, Santiago de Chile 

perich@peri.cl 

www.peri.cl 

28 Romania 

PERI România SRL 

077015 Baloteşti - ILFOV 

info@peri.ro 

www.peri.ro 

9 

1 

18 

20 

17 

16 

29 

22 

53 

30 

21 

13 

61 

48 

33 

19 

38 

32 

34 

28 

41 

29 Slovania 

PERI SLOWENIEN 

2000 Maribor 

peri.slo@triera.net 

www.peri.de 

30 Slovakia 

PERI spol. s r.o. 

903 01 Senec 

info@peri.sk 

www.peri.sk 

52 

31 Australia 

PERI Australia Pty. Ltd. 

Glendenning NSW 2761 

info@periaus.com.au 

www.periaus.com.au 

32 Estonia 

PERI AS 

76401 Saku vald 

Harjumaa 

peri@peri.ee 

www.peri.ee 

46 

33 Greece 

PERI Hellas Ltd. 

194 00 Koropi 

info@perihellas.gr 

www.perihellas.gr 

34 Latvia 

PERI SIA 

1057 Riga 

info@peri-latvija.lv 

www.peri-latvija.lv 

35 United Arab Emirates 

PERI (L.L.C.) 

Dubai 

perillc@perime.com 

www.perime.com 

12

49 

7 

36 

63 

62 

27 

25 

36 Canada 

42 Iceland 

PERI Formwork Systems, Inc. MEST ltd., 

Bolton, Ontario 

220 Hafnarfjordur 

L7E 1K1 

mest@mest.is 

info@peri.ca 

www.peri.ca 

www.mest.is 

43 Kazakhstan 

37 Libanon 

TOO PERI Kazakhstan 

PERI GmbH 

050010 Almaty 

Beirut 

peri@peri.kz 

P.O. Box 90 416 Jdeidet 

lebanon@peri.de 

www.peri.kz 

www.peri.de 

44 Russian Federation 

OOO PERI 

38 Lithuania 

142403 Noginsk 

PERI UAB 

moscow@peri.ru 

02300 Vilnius 

info@peri.lt 

www.peri.ru 

www.peri.lt 

45 South Africa 

PERI Wiehahn (Pty.) Ltd. 

39 Marocco 

Bellville 7535 

PERI S.A. 

ask@wiehahn.co.za 

Tanger 

peri25@menara.ma 

www.periwiehahn.co.za 

www.peri.de 

46 Ukraine 

TOW PERI Ukraina 

40 Israel 

02002 Kiew 

PERI Formwork 

peri@peri.ua 

Engineering Ltd 

49002 Israel 

www.peri.ua 

info@peri.co.il 

47 Egypt 

www.peri.co.il 

PERI GmbH 

11361 Heliopolis 

41 Bulgaria 

Cairo 

PERI BULGARIA EOOD info@peri.com.eg 

1839 – Sofia 

peri.bulgaria@peri.bg 

www.peri.com.eg 

www.peri.bg 

48 Serbia 

PERI Oplate d.o.o. 

11070 Novi Beograd 

office@peri.co.yu 

www.peri.co.yu 

26 

37 

39 40 

54 

57 

60 

56 

47 59 

58 35 

45 

49 Mexico 

PERI Cimbras y Andamios, 

S.A. de C.V. 

Estado de México, 

C.P. 54680 

info@peri.com.mx 

www.peri.com.mx 

50 Azerbaijan 


Baku 

peribaku@peri.com.tr 


51 Turkmenistan 


744035 Aşgabat 

periashgabat@peri.com.tr 


52 Belorussia 

PERI Belarus 

220030 Minsk 

peri@mail.belpak.by 


53 Croatia 

PERI oplate i skele d.o.o. 

10 250 Donji Stupnik/ 

Zagreb 

info@peri.com.hr 

www.peri.com.hr 

54 Iran 

PERI GmbH 

Building No. 4 

P.O. Box 1939793669 

Teheran-Iran 

iran@peri.ir 

www.peri.ir 

50 51 

43 

44 

55 

55 India 

PERI (India) Pvt Ltd 

Mumbai – 400064 

info@peri.in 

www.peri.in 

56 Jordan 

PERI Jordan 

11947 Amman 

jordan@peri.de 

www.peri.de 

57 Kuwait 

PERI Kuwait 

13011 Kuwait 

kuwait@peri.de 

www.peri.de 

58 Saudi Arabia 

PERI Saudi Arabia 

Jeddah - 21463 

K.S.A 

saudi-arabia@peri.de 

www.peri.de 

59 Qatar 

PERI Qatar LLC 

Doha 

qatar@peri.de 

www.peri.de 

60 Algeria 

Société PERI S.A.S. 

Kouba - Alger 

peri.alger@peri.fr 

www.peri.fr 

14 

15 

61 Albania 

Autostrada TIRANE-DURRES 

Tirane / ALBANIA 

info@peri.com.tr 


8 

23 

10 

31 

62 Peru 

PERI Peruana SAC 

Lima/Peru 

jeanpierre.saux@peri.com.pe 

www.peri.com.pe 

63 Panama 

PERI Panama Inc. 

587 Panama City 

johny.fernandezc@gmail.com 

www.peri.com.pa 

59

PERI Product Range 

Wall Formwork 


Girder Formwork 

Circular Formwork 

Facade Formwork 

Brace Frame 

Column Formwork 

Square 

Rectangular 

Circular 

Slab Formwork 


Beam Grid Formwork 

Girder Formwork 

Slab Table 

Beam Formwork 

Shoring Systems 

Steel Slab Props 

Aluminium Slab Props 

Tower Systems 

Heavy-Duty Props 

PERI GmbH 

Formwork Scaffolding Engineering 

P.O. Box 1264 

89259 Weissenhorn 

Germany 

Tel +49 (0)73 09.9 50- 0 

Fax +49 (0)73 09.9 51- 0 

info@peri.com 

www.peri.com 

Climbing Systems 

Climbing Scaffold 

Self-Climbing System 

Climbing Protection Panel 

Platform Systems 

Scaffold, Stairways, 

Working Platforms 

Facade Scaffold 

Working Platform 

Weather Protection Roof 

Stairway Access 

Bridge and Tunnel 

Formwork 

Cantilevered Parapet Carriage 

Cantilevered Parapet Platform 

Engineer’s Construction Kit 

Services 

Formwork Assembly 

Cleaning / Repairs 

Formwork Planning 

Software 

Statics 

Special Constructions 

Additional Systems 

Plywood 

Formwork Girders 

Stopend Systems 

Pallets 

Transportation Containers 

D e 09/2009 5ma Art.-Nr.: 792196 © Copyright by PERI GmbH

DOMINO Panel Formwork - Peri

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