vario gt 24 standard panels

14

Height incrementsVARIO standard panels are availablein 60 cm height increments. These panels are simply extendedfor greater heights.

4.80

4.20

3.60

3.00

2.40

5.40

Fully pre-assembled VARIO GT 24standard hire panels, coveredwith 21 mm formlining.The ready-for-use wall formworkfor any height and width.

The standard VARIO panels areassembled from tried and testedVARIO system components. The panels are supplied completewith lifting eyes and rubbing board.

VARIO GT 24 standard panels aredesigned for a permissible fresh concrete pressure of 60 kN/m2 to DIN 18202, Table 3, line 7.

6.00

Standard Applications

VARIO GT 24 standard panels

VARIO GT 24 standardelements complete with platforms.

Top cover board for protectingagainst concrete splashes, andintegral crane lifting point unit.

Base panel for extension, without top cover.

0.48

1.182.

40

0.48

1.8

1.18

3.58

0.48

1.18

1.18

1.18

4.18

0.48

1.18

1.18

1.18

4,77

0.48

1.18

1.18

1.18

1.18

5,36

0.48

1.18

1.18

1.18

1.18

5.95

0.48

1.782.

99

15

0.625 0.625

0.6250.625 0.625

0.625 1.25 0.625

Width incrementsVARIO standard panels are available in 4 widths:

VARIO standard internal cornersThe consistent leg length of 75 cm allows this design to be used as aleft-hand or right-hand corner.

VARIO standard internal corner is available in 5 heights: 2.40, 3.00, 3.60, 4.80 and 6.00 m.

Standard panels custo-mised for 9 m highwalls of tunnel project.

0.75

0.75

1.00

1.25

1.875

2.50

16


Continuously adjustable connection for grout-tight panel joints

The rows of slots in the PERI steel walers and couplings allowcontinuous tightening of paneljoints of even roughly erectedpanels.

The VARIO coupling also aligns the panels.

The multifunctional VARIO couplingusing wedges:

– Continuously tightens until joint grout-tight

– Aligns panels– Supports plywood fillers– Extends width of panels– Holds bulkheads– Stabilises internal corners– Is independently adjustable

on both sides.

IMPORTANT!To eliminate the effect of tolerancesand optimise panel joint alignment,the notches in the slots of PERI steelwalers and couplings must alwayspoint towards the concrete side.

Normal jointThe continuous adjustment availableallows grout-tight panel joints.

Filler jointAny gap up to 1.25m wide can be fil-led.

Internal cornerThe same VARIO coupling as for the straight joint can be used for the internal corner.

Oblique jointAny angle can be shuttered with the articulated coupling.

SRZ steel waler

VARIO coupling

Concrete side

Concrete side Concrete side

Concreteside

17

5

wedge locking wedge pulling

Practical tip

Whether a wedge is locking or pulling is evident from its inclination:

Tip of wedge towards the panel joint= wedge pulling

Tip of wedge away from panel joint= wedge locking

Easy connection of panels withPERI VARIO GT 24:

1. Insert coupling centrally with the notches towards the formlining, and centre with wedge ➃.

2. On one side, hammer the first wedge ➀ into the 1st slot, and the second wedge ➁ into the 6th slot, with a gap of 4 slots between them.

3. To achieve a spacing of 5 cm between the two steel walers,the centering wedge ➃ remains inserted until you have pulled the formlining joint grout-tight with wedge ➂.

4. Remove the centering wedge ➃and insert it in the locking position in the sixth slot. This ensures the joint can resist tension and compression, and brings the panels into tight, flush alignment.

The panel connection is finished

18

VKZ 147

VKZ 211

max. 0.48 m

max. 1.20 m


Fillers, bulkheads and panel width extension units

Fillers

Infills are shuttered with VARIO GT 24, using the VARIO couplingsVKZ 147 and VKZ 211.

Continuously adjustablefillers with VARIO couplings.

Maximum width extensions withVARIO couplings VKZ(see table for VARIO fillers)

VARIO coupling VKZ

Wedge K

Coupling compressionplate KDP

19

xx

Complete bulkheadwith bulkhead tie.

2. With bulkhead tiepermissible tension force 30 kN

Panel with extensions

Even panel width extensionsare solved using standardVARIO system components.

Bulkheads

VARIO offers two ways of formingbulkheads.

Permissible wall thickness x [m]for bulkheads with VKZ

1. VARIO coupling VKZpermissible tension force 50 kN

VARIO coupling VKZ 99Item No. 013010

IMPORTANT!Pulling wedge must be inserted in 1 hole.

Spa

cer

to b

e pr

ovid

ed b

ycl

ient

Bulkhead tie Item No. 013240

20


d1

d1

1.25

x 0.50

External corners, internal corners, shafts

Depending on the application,external and internal corners canbe formed in various alternativeways.

– With VARIO corner panel– With cross waler & shaft corner– With special walers

VARIO corner panel

With this solution, especially for thinwalls and low utilisation, the fillersare made from standard compo-nents.

External: Panel width = 2.50 m1 panel with width extension unitInternal: Panel width = 1.25/1.50 mand panel width = 1.25 m with filler.

Example for filler x:d1 = 30 cmx = 250 cm – 125 cm – 50 cm –

30 cm – 2 cm formliningx = 43 cm

Internal corner

VARIO internal corner with filler.

Detail VARIO corner External corner

It’s a matter of pulling tight at thecorrect angle. No problem with thecontinuous adjustment of VARIO GT 24.

The waler on the panel width extension unit must project 2 cm to enable firm pretensioning of the corner.

21

Detail:Safety quick release corner

150

150

21

Small lift shaft with crosswalers and safety quickrelease corner SSE.

Shafts

Small shafts can be solved particularly cost-effectively withcross walers customised for the project, and the quick release corner SSE.

Practical tip:Pull shaft corner tight no later than the next day.

22

Permissible widths of load

picture 2picture 1

picture 1

picture 2

**If necessary, the distance from top of formwork must be adapted to the system.

A maximum force of 11.3 kN is to be led into the building at the foot of the push-pull-prop for the given width of influence.

Wind loads: h < 8 m = 0.5 kN/m2

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

3.0

3.53

9.7

2.1

1.2

1.0

4.0

2,73

9.7

2.3

1.6

1.2

5.0

2.19

9.8

2.2

2.0

1.5

6.0

1.82

9.8

2.2

2.4

1.8

7.0

1.58

9.8

2.3

2,9

2.0

8.0

1.42

9.6

2.6

3.5

2.0

9.0

1.93

9.49.5

2.6

4.32.6

1.54.5

FRS1

FRS2

x1

x2

y1

y2

10.0

1.67

11.38.5

2.3

4.72.6

1.85.5

11.0

1.49

11.39.3

2.1

5.32.8

1.86.2

12.0

1.35

11.310.1

1.9

5.93.0

1.86.9

h

y

0.5

kN/m

20.

5 kN

/m2

0.8

kN/m

2

x

60°

h

y1

y2

60° 60°

x2

x1

FR

S 1

FR

SF

RS

2

FAV

FAV

Formwork height h [m]

Allowable prop spacing [m]

x =

y =

Actual prop load FRS [kN] at maximum prop spacing

Actual kicker load FAV [kN]at maximum prop spacing

Dist. of base plate [m] from front face of formwork

*Top connection point [m] from top of formwork


Push-pull prop connector, crane splices

Push-pull prop connector

Arrange push-pull props and kickersas shown on the diagram and in thetable below.

Connect to the VARIO panel withthe girder head piece Item no 028050 or the wedge head piece Item no 028060.

Connect to the slab with the matching base plate and PERIAnchor Bolt MMS 20x130, Item no.: 103606.

The first panel must always besecured with 2 push-pull props.See table for further props.

Connection to GT 24 girder with girder head piece, Item no 028050.

Connection to steel waler SRZ withwedge head piece, Item no 028060and wedge K, Item no 024250.

23

Pro

du

ktb

erei

ch 0

0.00

Ausgabe 10/2002

Kranlasche 24Art.-Nr. 070760

Betriebsanleitung

Customized assembly,a VARIO GT 24 elementready for use.

Crane lifting point units

PERI VARIO offers two units for lifting panels with the crane:

1.The crane splice 24easily fitted and removed.

2.The crane lifting eye 24,right/left integral.

IMPORTANT!Always used two crane lifting pointunits for each unit to be shifted!

It is essential to follow theInstructions for Use, which containimportant information!

Instructions for Use of the crane splice 24.

Crane splice 24Safe working load of 700 kg, withlegs of sling at a maximum inclination of 15° to the vertical.

Crane lifting eye 24, right/leftSafe working load of 700 kg, withlegs of sling at a maximum inclination of 15° to the vertical.

24

Concreting scaffold, Concreting platform

PERI platform bracket GB 80 for an approyimately 80 cm widework platform.Permissible Load: 150kg/m2

Max. Allowable Spacing: 1.25m

Several work platformlevels are required forhigh formwork.


A concreting platform con-forming to the regulations,with PERI end handrailframe 55, Item no 065066.

Scaffold Bracket GB 80

Scaffold components supplied bythe contractors must correspondto valid safety regulations! (DIN 4420 in Germany)

Timber components must conformat least to S10 or MS10 classifica-tion according to DIN 4074 as wellas being clearly marked (BGR 169)!

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

Secure planking and guardrailswith nails or screws!

25

VARIO platform system

Pre-assembled concreting/workingplatforms in different widths.Complete with guardrails, end hand-rail frame, push-pull prop connectionsand crane eye. With or withoutaccess hatch.

The permissible load of theVARIO platform is 1,5 kN/m2. The crane lifting point unit isincorporated in the platforms.

5.40 m high VARIO standardpanels ready for use. With concreting platforms, ladders and push-pull props.

Push-pull prop RSS III

VARIO platform100/250, left

Platform safety handrail frames 88

VARIO platform100/250, right

Platform brace 246

Steel ladder 2.40 – 2.70

Bulit-in cranelifitng point unit

3.00

m

VARIO platform

Platform brace 167

Platform connector

Push-pull prop

26


Panel extension

Panels may be extended with theVARIO extension splice 24 forheights up to 8.00 m.

The standard method of extensi-on is to use the VARIO extensionsplice 24.

The flexurally stiff connection alignsthe panels.The splice, which consists of justtwo components, is connected in notime with two quick action wingnuts.

Moment and shear capacities ofextension splice 24Perm. bending moment M = 1.73 kNmPerm. shear force Q = 0 orPerm. bending moment M = 0Perm. shear force Q = 5 kN

Extension up to 8.00 mEight extension splices 24 for 2.50 m wide panel

The extension splice 24 is quickly and easily connected through the latticework of the GT 24, without having to drill the girders.

Extension up to 5.00 mFour extension splices 24 for 2.50 m wide panel

60 cm high timber extension made simple with the extension splice 24.

8.00

m

min

46

min

46

5.00

m

27

With additional girders forheights up to 11.90 m.

For more information on exten-sions, see PERI design tables orVARIO GT 24 assembly instruc-tions.

With overlapping girders forheights up to about 9.80 m

11.00 m high bridge abutment with butted girders and additional overlapping girders for stiffening.

2.07

3.88

4.14

1.18

0.13

0.16

1.22

1.18

5.95

5.95

11.9

0

1.18

1.18

1.18

1.18

1.22

1.18

1.18

1.18

1.18

0.78

0.46

1.18

1.18

1.18

1.18

1.18

1.18

1.18

0.89

0.16

0.46

2.10

1.18

0.76

0.16

3.85

5.95

5.95

9.80

28

Special Applications

Fairfaced concretePerfect concrete finishes with VARIO

Achieving first-class fairfaced con-crete is primarily a question of theright formwork and formlining, butother factors do play an importantrole.Accuracy of formwork assembly,shuttering, release agent, concreteand its placing all significantlyeffect the result.

Attractive looking con-crete finish with roughvertical board finish.

43.50 m high towerwith fairfaced concretewith a board finish foran industrial plant.

29Perfect fairfaced concrete with horizontaland vertical panicular pattern.

Chapel in Neubiberg,Germany. VARIO withorderly tie pattern.

Church steeple inFeldmoching near Munich.VARIO GT 24 on KGF 240climbing formwork system.

Exemplary fairfacedconcrete with roughhorizontal board finish.

30


Fairfaced concreteSimple yet elegant concrete finishes

Fairfaced concrete formwork withsimple joint pattern.

VARIO GT 24 offers a flexible choiceof waler and tie spacing for a widevariety of orderly tie patterns.

3.00 x 3.90 m panelFairfaced concrete with orderly pattern of joints and tie spacing of 0.75 x 1.18 m.4 ties horizontally3 ties vertically

2.50 x 3.60 m panelwith tie spacing of 1.25 x 1.18 m.2 ties horizontally3 ties vertically

2.50 x 3.60 m panelwith tie spacing of 0.88 x 1.78 m.3 ties horizontally2 ties vertically

An orderly pattern of tiesspaced at 0.75 x 1.18 mand smooth fairfaced concrete are the result.Grammar school centre inKletow, Germany.

3.90

3.60

3.60

2.50

3.00

2.50

31

Forming boards provided by client

The rough surface finish ensures themassive tunnel portals blend intothe volcanic rock landscape.Forming boards were used to produce the unusual board finish.

High-quality fairfaced concretewith vertical board finish.The panels were preassembled inPERI’s Weissenhorn factory.

Portal of a tunnelstructure on Hawaii.Shuttered with VARIO GT 24 on KGF 240 climbing system.

German BAB 4 motorwaybridge over the valley ofthe Triebischbach. Circularpiers up to 49 m high withtrumpet-shaped capitals.

32

More informations can befound in the CB brochure.


Bridge-buildingVARIO on climbing scaffolds and work platforms

Type-checked safety with KGF 240,KG 180 and CB 240, CB 160 systems.

The KGF 240 and CB 240 carriagesallow the formwork to be moved 75 cm on the platform without thecrane. To save time the formwork is raised together with the scaffold in a single lift of the crane.

These two systems ensure you canwork extremely safely without anyprojections (such as the brackets)above the surface of the platform to trip over.

To speed up erection, the stagingcan be prefabricated for immediateuse on site after site.

CB 240, the triangularbracket that readilyallows you to work infront of and behind the formwork.

0.75

33

More informations can befound in the KG brochure.

Motorway viaduct in France.Sophisticated pier geometrywith extraordinary concretefinish. Single sided shutteringwith VARIO GT 24 and SKSclimbing brackets.

More informations can befound in the FB 180 brochure.

6.80

1.18

0.80

1.18

ASG 160

max

. h =

5.4

0 m

max

. h =

5.4

0 m

FB 180

On ASG 160 On folding platform FB 180

34

A

A


Bridge-buildingAbutments and piers

Bridge abutment with VARIOstandard panels and infilling by client. Wittstock Inter-change on theGerman BAB 24 motorway.

Section A-A

Layout

1.00

5.98

GB 80

RSS III

9.10

9.25

6.09

35

Example of a bridge pier taperedtowards the top.

View of long side Section A-A

Concreting platform GB 80

Push-pull prop RSSIII

KickerRSS III

Abutment and bridge pierwith VARIO GT 24.Crossing structure for thesuburban railway line tothe new Munich Airport.

Sides of hollow piers on the banks ofthe river, climbed with VARIO GT 24on climbing scaffold PERI KG 240.Transition to pointed ends achievedwith VARIO standard componentsand forming boards.

Bridge over the Danube.BAB 8 Motorway nearLeipheim.

5.40

3.052.753.05

36


Water retaining structuresVARIO used as single sided and tied formwork

Section through SKStie-less formwork

When constructing locks, dams,cooling towers and walls requiringsingle sided shuttering, VARIO GT 24 is always used with KG andCB, or SKS, climbing systems.

Magdeburg Rail/Road/WaterwayInterchange. A number of structures will be required in the course of thistransport project. The photograph showsthe Rothensee Lock. It is being shuttered with VARIO GT 24on climbing scaffold KG and single sided climbing scaffold SKS.

V-strongback SKS

Compression brace SKS

Bracket SKSF 240

Complete unit:VARIO GT 24 on single sided

climbing scaffold SKSF 240.

37

Section through KGFtied formwork

Power station on the river Isar atPlattling-Pielweichs. Pier formwork with VARIO GT 24 incombination with circular formworkGRV. Fairfaced concrete with a verticalboard finish was produced.

PERI VARIO GT 24’s versatility andeasy adaptability makes it a particu-larly cost-effective shuttering systemin this area.

Back of the weir pier.VARIO GT 24 is easily matched up with the sloping rear wall.

Front of the weir pier. VARIOin combination with circularformwork system GRV onclimbing scaffold KGF 240.

GB 80

Bracket SKF 240

Finishing platform KGF 240

4.50

38


Water retaining structuresCircular structures with VARIO GT 24

There are two alternative methodsof shuttering circular structureswith VARIO GT 24.

The VARIO articulated coupling con-nects the straight steel walers in apolygonal arrangement. Its wedgesallow it to be continuously adjustedin either direction to produce a cleanand flush joint between panels.Timber wedges inserted betweenthe walers and timber girders to produce the required curvature areclamped in place with hook straps.

1st alternativeTimber wedges inserted between girders GT 24 and steel walers SRZ.

Steel waler SRZ, special length

Timber wedge Steel waler SRZ 245

Separate brochures forPERI RUNDFLEX andGRV circular formworksystems.

The haunched transitionto the ground slab waspre-assembled with theVARIO wall formworkpanels to form a singleunit for lifting.

39

2nd alternativeSegment profile timbers betweenformlining and girders.

7.50 high circular form-work with segment profile timbers on theGT 24 girders.

72 m high fly ash silo with adiameter of 20m for powerstation in Oppeln, Poland.Shuttered with circular VARIO girder formwork on climbingscaffold KGF.

VARIO panel with segment profile timbers on GT 24 girders.

40

35

Maximum pour height of 8,75 m A0, A, B or C braceframe with VARIO GT 24.

The PERI V-anchor bracketFor easy and accurate installation ofanchors when using brace frames.

The V-anchor bracket and thepositioning coupling allow you tofix the anchor accurately at 45°.

The tension forces arising at thebrace frame’s anchor point deter-mine the choice of anchor system.

The advantages of the anchor systemwith positioning coupler and V-anchorbracket are:– few components have to be

stocked– no need to cut tie rods off– tie rods recoverable


Single sided walls With VARIO and brace frame SB

For concreting against rock,existing walls or sheet piling,VARIO GT 24 with SB brace frames is used.

PERI brace frames allow singlesided concreting up to a maximumheight of 8.75 m (see PERI charts).

PERI brace frames SB-A0, A, B andC are sized for loading on a lorry orin a container.

PERI brace frames can be con-nected to all PERI wall formworksystems (TRIO, VARIO and RUNDFLEX) with standard systemcomponents.

Example:Anchor system DW 20:Permis. tension force to DIN 182162 x 150 kN = 300 kN

The positioning coupler is removedwith the 70 mm single ended spanner.

Anchor system easily fixed to reinforcement with wire and pliers.

41

VITAL points when using PERI brace frames:

1. The structural members (eg foun-dations or ground slabs) must beable to take the tension and com-pression forces arising.Check the design of the membersand position of the anchors whenplanning.

The following couplers are requi-red for connecting VARIO GT 24 to PERI brace frames SB-A0, A, Band C:

2. The “other side” of the singlesided formwork (existing walls, plan-king and strutting, rock, etc) mustobviously be able to withstand thefresh concrete pressure acting upon it.

3. DW tie rods installed for anchoringpurposes must not be welded orbent. We recommend the use ofPERI V-anchor brackets.

More informations canbe found in the BraceFrames brochure.

Example:VARIO GT 24, h = 8.75

SB-C

SB-B

SB-A

SB-A0

Waler connectorSB-A, B, C Item no 025760

Wedge K, galv.Item no 024250

8.75

42

Item no. Weight kg

VARIO GT 24 Girder Wall Formwork

101241

101242

101243

101244

101245

101246

101247

314,000

375,000

480,000

586,000

635,000

742,000

791,000

Panel VARIO S b = 2.50 mPanel VARIO S 250 x 240Panel VARIO S 250 x 300Panel VARIO S 250 x 360Panel VARIO S 250 x 420Panel VARIO S 250 x 480Panel VARIO S 250 x 540Panel VARIO S 250 x 600Pre-assembled elements with 21 mm formlining.

With slip boards, cover board and Crane Lifting

Eye 24.

NotePanel h = 2.40 m is without cover board and

Crane Lifting Eye 24.

Technical DataPermissible fresh concrete pressure 60 kN/m².

Safety instructionsLoad-bearing point

Permisible load: 0.7 t with a crane sling angle of

≤ 15°.

297 350 350 350 350 350 297 78

2500

625 1250 625

2124

010

0

459

1184 23

98

459

1776 29

90

459

1184

1184

3582

2,40

3,00

3,60

4,20

459

1184

1184

1184

4174

459

5950

1184

4766

459

1184

1184

1184

1184

5358

1184

1184

1184

1184

4,80

5,40

6,00

459

1184

1184

101311 6,170 Cover Board 250As top covering for the VARIO GT 24 standard

elements.

2500

248

21

43

Item no. Weight kg


101248

101249

101250

101251

101252

101253

101254

235,000

282,000

361,000

440,000

477,000

557,000

594,000

Panel VARIO S b = 1.875 mPanel VARIO S = 187.5 x 240Panel VARIO S = 187.5 x 300Panel VARIO S = 187.5 x 360Panel VARIO S = 187.5 x 420Panel VARIO S = 187.5 x 480Panel VARIO S = 187.5 x 540Panel VARIO S = 187.5 x 600Pre-assembled panels with 21 mm formlining.


Eye 24.





Permissible load: 0.7 t

with crane sling angle of ≤ 15°.

459

1184 23

98

459

1776 29

90

459

1184

1184

3582

2,40

3,00

3,60

4,20

459

1184

1184

1184

4174

1875319,5 360 360 360 319,5 78

240

2110

0

625 625 625

459

5950

1184

4766

459

1184

1184

1184

1184

5358

1184

1184

1184

1184

4,80

5,40

6,00

459

1184

1184

101318 4,470 Cover Board 187,5As top cover board for the VARIO GT 24 standard

elements.

1875

248

21

44

Item no. Weight kg


101255

101256

101257

101258

101259

101260

101261

162,000

208,000

265,000

322,000

350,000

407,000

435,000



Eye 24.






with a crane sling angle ≤ 15°.45

911

84 2398

459

1776 29

90

459

1184

1184

3582

2,40

3,00

3,60

4,20

459

1184

1184

1184

4174

297 180 320 297 77

1248

2124

010

0

624 624

459

5950

1184

4766

459

1184

1184

1184

1184

5358

1184

1184

1184

1184

4,80

5,40

6,00

459

1184

1184

101319 2,860 Cover Board 125As top cover for the VARIO GT 24 standard

elements.

1248

248

21

45

Item no. Weight kg


101411

101410

101409

101408

101407

101406

101405

137,000

168,000

213,000

258,000

281,000

326,000

349,000



Eye 24.






with a crane sling angle of ≤ 15°.

459

1184 23

98

459

1776 29

90

459

1184

1184

3582

2,40

3,00

3,60

4,20

459

1184

1184

1184

4174

998

297 250 297 77

240

2110

0

459

5950

1184

4766

459

1184

1184

1184

1184

5358

1184

1184

1184

1184

4,80

5,40

6,00

459

1184

1184

101404 2,230 Cover Board 100As top cover for the VARIO GT 24 standard

elements.

998

248

21

46

Item no. Weight kg


101471

101470

101469

101467

101465

211,000

251,000

325,000

429,000

534,000

VARIO S Internal Corner 75/75Internal Corner VARIO S 75/75 x 240Internal Corner VARIO S 75/75 x 300Internal Corner VARIO S 75/75 x 360Internal Corner VARIO S 75/75 x 480Internal Corner VARIO S 75/75 x 600

Pre-assembled elements with 21 mm formlining.


Eye 24.






with a crane sling angle of ≤ 15°.

2,40

3,00

3,60

2398

459

1184

459

1776 29

90

3582

1184

1184

459

310 301 78

75024

021

100

7626

2

750

1184

1184

1184

459

4766

5950

1184

1184

1184

1184

459

4,80

6,00

101464 4,730 Cover Board IE 75/75As top cover for VARIO GT 24 standard elements.

750

400

750

21

47

Item no. Weight kg


010600

010030

010610

010060

010070

010050

010120

19,800

25,100

30,400

38,300

40,900

51,600

61,500

Steel Waler SRZ U100Steel Waler SRZ U100, I = 0.95 mSteel Waler SRZ U100, I = 1.20 mSteel Waler SRZ U100, I = 1.45 mSteel Waler SRZ U100, I = 1.825 mSteel Waler SRZ U100, I = 1.95 mSteel Waler SRZ U100, I = 2.45 mSteel Waler SRZ U100, I = 2.95 mSteel waler for VARIO GT 24 elements and special

applications.

L950

1200

1450

1825

1950

2450

2950

NoteSpecial lengths and other profile sizes on request.

Technical DataWy = 82.4 cm³, ly = 412 cm4

L

93 93

52

Ø9

Ø6,3

010080

010150

010090

010350

22,000

28,000

33,000

,000

Steel Waler SRZ Special LengthSteel Waler SRZ U100 Special LengthSteel Waler SRZ U120 Special LengthSteel Waler SRZ U140 Special LengthAdditional Row of SRZ Slots


50 5052 55 5552 60 6052

U100 U120 U140

100

120

140

010440

010420

010490

010500

32,100

58,800

,000

,000

Steel Waler VSRZVARIO Steel Waler VSRZ-24 U100, 120/12VARIO Steel Waler VSRZ-24 U100, 245/12Welding Unit for VSRZ/12Welding Unit for VSRZSteel waler for VARIO GT 24 corner elements and

specila applications.



1200 / 2450

236236

120

93

52

Ø9

48

Item no. Weight kg


010200 42,300 Internal Corner waler IRZ 75/75Steel waler for VARIO GT 24 corner elements

75 x 75 cm. Allows easy striking.


Technical DataWy = 82.4 cm³

ly = 412 cm4

130

152

52

715

70 301 38

236

100

300

727

38

236

10

Ø9

024240 0,805

Accessories

Wedge KZ, galv.

010180

010270

010190

010400

55,900

28,000

33,000

,000

Cross Waler KRZ Special LengthsCross Waler KRZ U100 Special LengthCross Waler KRZ U120 Special LengthCross Waler KRZ U140 Special LengthWelding Unit for KRZSteel waler for VARIO GT 24 elements for use in

tightly-spaced elevator shafts.

NoteWhen ordering, give dimensions C and D.

Technical DataWy = 82.4 cm³, Iy = 412 cm4

710001 0,376 End Plate SRZFor Steel Waler SRZ with special lengths.

150 5

952

606

Ø6,3 Ø9

49

Item no. Weight kg


103868

103871

103874

103877

103886

103889

103898

103892

103929

103903

103906

103915

103918

103922

103925

103928

103943

18,100

24,200

30,900

38,100

44,700

52,000

58,600

65,600

72,000

81,000

92,600

106,000

119,000

135,000

146,000

159,000

157,000

Universal Steel Waler SRUUniversal Steel Waler SRU U120, l = 0.72 mUniversal Steel Waler SRU U120, l = 0.97 mUniversal Steel Waler SRU U120, l = 1.22 mUniversal Steel Waler SRU U120, l = 1.47 mUniversal Steel Waler SRU U120, l = 1.72 mUniversal Steel Waler SRU U120, l = 1.97 mUniversal Steel Waler SRU U120, l = 2.22 mUniversal Steel Waler SRU U120, l = 2.47 mUniversal Steel Waler SRU U120, l = 2.72 mUniversal Steel Waler SRU U120, l = 2.97 mUniversal Steel Waler SRU U120, l = 3.47 mUniversal Steel Waler SRU U120, l = 3.97 mUniversal Steel Waler SRU U120, l = 4.47 mUniversal Steel Waler SRU U120, l = 4.97 mUniversal Steel Waler SRU U120, l = 5.47 mUniversal Steel Waler SRU U120, l = 5.97 mUniversal Steel Waler SRU U140, l = 4.97 mUniversal Steel Waler Profile U 120 and U 140 used

as waling for girder wall formwork and for diverse

special applications. With adjustable spacers.

L722

972

1222

1472

1722

1972

2222

2472

2722

2972

3472

3972

4472

4972

5472

5972

4972

Technical DataSRU 120 Wy = 121.4 cm³, Iy = 728 cm4

SRU 140 Wy = 172.8 cm³, Iy = 1210 cm4

51 N x 60

48,5 N x 125

70 X

52,5

37,5

198,5 3 x 65

17

19

112

52

162

120

Ø21

36

52

172

140

L

104027 7,610 Extension VARIO 24 U120For mounting on SRU Steel Walers.

Complete with4 pcs. 710252 Bolt ISO 4017 M16 x 50-8.8, galv.

4 pcs. 104024 Nut ISO 7040 M16-8, galv.

4 pcs. 710880 Washer DIN 434 18, galv.

Technical DataWy = 121.4 cm³, Iy = 728 cm4

236

120

53

65

M 16162

52

50

Item no. Weight kg


024070 0,460 Hook Strap HB 24-100/120, galv.For connecting GT 24 Girders to Steel Waler SRZ

and SRU Profile U100 - U120.

152 (U 100) 82

M 8x70

162 (U 120)

024080 0,676 Hook Strap HB 24-140/160, galv.For connecting GT 24 Girders to Steel Waler SRZ

and SRU Profile U140 - 160.

071218

024140

710240

024090

,000

0,033

0,050

0,005

Accessory Hook Strap HBReplacing Bolt HB, including BoltF.H. Bolt DIN 603 M8 x 70 MU, galv.F.H. Bolt DIN 603 M8 x 100 MU, galv.Nut ISO 4032 M8-8, galv.

024600 0,907 Girder Claw HBFor connecting End Girder GT 24 to Steel Waler

SRZ and SRU Profile U100 - U120.

152 (U 100)

154

152162 (U 120)

M 8x100

024630 0,742 Fix Strap U100-U120, galv.For connecting the GT 24 Girder in a VARIO corner

unit.

152 (U 100)

162 (U 120)113

M 8x100

024640 0,923 Quick Strike Hook Strap 24-100/140, galv.For connecting GT 24 Girders to Steel Waler SRZ,

SRU, Profile U100-140 outside of the girder nodes.

Safety instructionsIf the crane lifting unit is being used, girders

which are connected to the Quick Strike Hook

Strap must also be screwed with a corresponding

number of formlining screws.

90

99

56

51

Item no. Weight kg


104931

103845

0,865

0,893

Hook Strap Uni HBU Hook Strap Uni HBU 20-24Hook Strap Uni HBU 24-28For connecting one GT 24 or VT 20 girder to the

Steel Waler SRZ and SRU Profile U100 - U140.

NoteThe girder can be connected at right-angles or at

an angle to the steel waler as well as outside of

the joint.

152 (U 100)

162 (U 120)

min

220

max

240

min

240

max

280

82

172 (U 140)

104930

104096

0,887

0,912

Hook Strap Uni Double HBUDHook Strap Uni Double HBUD 20-24Hook Strap Uni Double HBUD 24-28For connecting two GT 24 or VT 20 girders to the

Steel Waler SRZ and SRU Profile U100 - U140.

NoteThe girder can be connected at right-angles or at

an angle to the steel waler as well as outside of

the joint.

160

min

200

max

240

min

240

max

280

152 (U 100)

162 (U 120)172 (U 140)

071219

104929

107185

103518

103844

,000

0,050

0,060

0,060

0,013

Accessories Hook Strap HBU, HBUDReplacing Bolt HBU, HBUD including boltBolt ISO 4014 M8 x 150-A-8.8, galv.Bolt ISO 4014 M8 x 180-8.8, galv.Bolt ISO 4014 M8 x 190-A-8.8, galv.Threaded Sleeve HBU/HBUD, galv.

024470

024690

0,008

0,010

TSS-Torx, galv. TSS-Torx 6 x 60, galv.TSS-Torx 6 x 80, galv.For Torx-Bits TX 30. Self-tapping.

60 / 80

TX 30

110272 0,006 TSS-Torx 6 x 60, ZKS, galv.For Torx-Bits TX 30. Self-tapping.

60

TX 30

52

Item no. Weight kg


024270

024260

0,023

0,027

Coach Screw DIN 571Coach Screw DIN 571 8 x 60, galv.Coach Screw DIN 571 8 x 80, galv.

NoteSpanner size SW 10.

60 / 80

SW 13

072210 1,600 Universal Power Screwdriver SCU 7-9Universal power screwdriver with adjustable

coupler, continuously variable electronic speed

controller and right/left rotation.

Technical DataVoltage 230 V 50-60 Hz

Power 400 W

max. locking torque 28 Nm.

072220

072230

072240

072140

0,400

0,425

0,110

0,005

Accessories for Universal Power Screwdriver SCU 7-9Bit holder for SCU 7-9Magnetic holder für SCU 7-9Depth chuck for SCU 7-9Bit Point TX 30

072150 2,860 Electric Power Wrench M 14, ASB 636Lightweight electric power wrench for moment-

free operations, with right/left rotation. With 1/2”

socket.

Technical DataVoltage 230 V 50-60 Hz

Power 230 W

max. locking torque 100 Nm

072160 0,340 Extension 1/2“ I = 250 mm

53

Item no. Weight kg


072170 0,100 Socket SW 13 - 1/2“, I = 80 mmFor diverse uses.

072180 0,560 Ratchet Wrench 1/2"

300

013010

013020

013030

013080

9,000

13,300

19,100

9,000

Couplings VKZCoupling VKZ 99 Coupling VKZ 147Coupling VKZ 211Coupling VKZ Special LengthFor continuously variable tight connection (tension

and compression) of Steel Walers SRZ and SRU or

for infill areas.

L990

1470

2110

Technical DataWy = 17.1 cm³, ly = 68,3 cm4

4480

L

101395 7,110 Offset Coupling VVKZ 3/99For connecting extended and non-extended VARIO

elements above the extended area.

Technical DataWy = 17.1 cm³, ly = 68.3 cm4

3030

12

990

80

013140

013130

013180

11,900

13,300

9,000

Corner Couplings EKZCorner Coupling EKZ 95/43Corner Coupling EKZ 76/76Corner Coupling EKZ Special LengthFor continuously variable tight connection (tension

and compression) of Steel Walers SRZ and SRU.

Technical DataWy = 17.1 cm³, Iy = 68.3 cm4

948 / 765

429

/765

4480

54

Item no. Weight kg


103850 24,700 External Corner Coupling AKZ 85/85For continuously variable tight connection (tension

and compression) of Steel Walers SRZ and SRU to

external corners.

845

845

120

44

013220

013210

013230

11,500

14,400

9,000

Articulated Couplings GKZArticulated Coupling GKZ 60/60Articulated Coupling GKZ 76/76Articulated Coupling GKZ Special LengthFor continuously variable tight connection (tension

and compression) of Steel Walers SRZ and SRU

with oblique angles greater than 48°.

Technical DataWy = 17.1 cm³, ly = 68.3 cm4

640 / 790 483 / 690 44

600 / 760 600 / 760

80

102825 8,700 Coupling VKS 99 Architectural ConcreteFor connecting VARIO GT 24 panels. Allows com-

pensation of maximum 5 mm element offsets.44

990

80

102945 2,070

Accessories

Aligning Clamp VRS Architectural Concrete

103054 11,300 Articulated Coupling GKS 60/60 Architectural ConcreteFor connecting VARIO GT 24 panels. Allows com-

pensation of maximum 5 mm element offsets.

640 483

600600

8044

102945 2,070

Accessories

Aligning Clamp VRS Architectural Concrete

55

Item no. Weight kg


102945 2,070 Aligning Clamp VRS Architectural ConcreteIn connection with Coupling VKS 99 or Articulated

Coupling GKS 60/60. For compensating element

offsets of maximum 5 mm

Complete withSt. 030370 Wingnut Pivot Plate DW 15, galv.

247

117

103737 10,800 Universal Coupling UK 70For rigid connection of the SRU Steel Waler and

attaching SLS Heavy Duty Spindles.

62,5 187,5 125 187,5 62,5

21

48

50

210

685

104031

018060

0,462

0,030

Accessories

Fitting Bolt Ø 21 x 120 Cotter Pin 4/1, galv.

104031 0,462 Fitting Bolt ø 21 x 120For diverse connections.

207

122

Ø6 Ø21

018060 0,030

Accessories

Cotter Pin 4/1, galv.

018060 0,030 Cotter Pin 4/1, galv.For bolts up to Ø 25 mm.

Ø4

024210 2,180 Tie Yoke SKZFor tensioning external corners with Steel Waler

SRZ, SRU, U100 - U140 and VARIO Couplings.

161 48

146

Ø18

56

Item no. Weight kg


013240 2,100 Stopend TieFor assembling stopend formwork with

VARIO GT 24.

Technical DataPermissible tension force 30.0 kN.

390 880

DW 15

024240 0,805 Wedge KZ, galv.For connecting panels with VARIO couplings or

Tie Yokes.

4720

254

024220 1,230 Coupling Compression Plate KDPFor connecting girders to VARIO couplings in infill

areas.

90

120

128

10712

024250 0,331 Wedge K, galv.For Coupling Compression Plate KDP and Wedge

Headpiece SRZ/SRU.

Ø83520

208

8

031200 0,470 Chamfer Strip with flange I = 2.50 mChamfer strip made of plastic.

15

1520

2500

57

Item no. Weight kg


030260

101706

0,500

1,230

Formwork Joint SSPFormwork Joint SSP 21/20 l = 2.50 mFormwork Joint SSP 21/40 l = 3.00 mPlastic strips for easy stripping of shaft formwork.

30002500 / 6534/

22

max 20max 40

025200

025210

025220

025230

025240

025250

32,200

70,000

105,000

140,000

180,000

35,000

Quick Release Corner SSEQuick Release Corner SSE 1.00 mQuick Release Corner SSE 2.00 mQuick Release Corner SSE 3.00 mQuick Release Corner SSE 4.00 mQuick Release Corner SSE 5.00 mQuick Release Corner SSE Special LengthFor easy striking of shaft internal formwork. We

recommend that the SSE is removed soon after

concreting has taken place.

L1000

2000

3000

4000

5000

NoteThe formlining dimension is 15 cm shorter than

the concrete dimensions.

L15

0

235

235

028050 4,550 Girder Headpiece GT 24, galv.For connection of push-pull props and kickers to

the GT 24 Girder.

Complete with1 pc. 027170 Bolt Ø 16 x 42, galv.

1 pc. 018060 Cotter Pin 4/1, galv.

145

14

170

min

4040

58

Item no. Weight kg


028070 4,680 Girder Headpiece GT 24/A, galv.For connection of push-pull props and kickers

to extended GT 24 Girder in the area of the

Extension Splice 24-2.



max

100

40

min

52

170

14

145

028060 1,910 Wedge Headpiece SRZ/SRUFor connection of push-pull props and kickers to

the Steel Waler SRZ and SRU Profile U100 - U140.



100

48

U140

U120

U100

82

1424

024250 0,331

Accessories

Wedge K, galv.

027590 2,400 Hook Strap for SB-1 / 2, galv.For connecting Brace Frame SB-1 and SB-2 to

Steel Waler SRZ and SRU Profiles U100 - U140.

NoteRequires SW 22 spanner.

152 (U 100) 150162 (U 120)172 (U 140)

M 14 SW 22

024480 7,040 Extension Splice 24-2For extending GT 24 Girders and VARIO GT 24

elements up to a max. height of 8.00 m.

Complete with2 pcs. 030190 Triple Wingnut DW 15, galv.

NotePermissible load: see PERI Design Tables.

121

626

850

28

59

Item no. Weight kg


070760 4,610 Crane Splice 24For transporting elements with GT 24 girders by

crane.

Complete with1 pc. 018050 Pin Ø 16 x 65/86, galv.


NoteAlways use 2 pieces per transportation unit.

Safety instructionsFollow Instructions for Use! Load-carrying equip-

ment according to BGR 500. Load-bearing capacity

0.7 t with a crane sling angle ≤ 15°.

117

635

25 30

Ø16x65/86

021990

021980

2,780

2,780

Crane Eye 24Crane Eye 24, rightCrane Eye 24, leftFor transporting elements with GT 24 girders.

Is securely mounted to the element.

Complete with4 pcs. 710138 Bolt ISO 4014 M10 x 110-8.8. galv.

4 pcs. 780356 Nut ISO 7042 M10-8, galv.

4 pcs. 710139 Washer R11 - DIN 440, galv.

NoteDrawing shows Crane Eye 24, left.

Always use 2 pieces per transportation unit.


Permissible load: 0.7 t with a max. crane sling

angle ≤ 15°.

18020

228

9090

55

393

M 10x110

111238 19,800 Crane Lifting unit 2 t / GT 24For transporting large elements with GT 24 girders

by crane. Adjustable from 23 to 41 cm.

Complete with1 pc. 018060 Cotter Pin 4/1, galv.

8 pcs. 710138 Bolt ISO 4014 M10 x 110-8.8. galv.

8 pcs. 780356 Nut ISO 7042 M10-8, galv.

NoteAlways use 2 pieces per transportation unit.

Only use with compression brace.

Safety instructionsFollow Instructions for Use!Load-bearing capacity

2.0 t with a crane sling angle ≤ 30°.

660

8016

0

448

230min 230 max 410

60

Item no. Weight kg


027110 10,800 Scaffold Bracket GB 80For assembling a working and concreting scaffold

with VARIO GT 24.

Technical DataPermissible load 150 kg/m² with a maximum width

of influence of 1.25 m.

66 757

180

126

460

65

600

1050

Ø785

899

027060

027070

14,000

14,000

Corner Scaffold BracketsCorner Scaffold Bracket EGB 24-80 RCorner Scaffold Bracket EGB 24-80 LFor assembling a working scaffold to elements

with GT 24 girders. With safety pins.

NoteDrawing shows the Corner Scaffold Bracket EGB

24-80 R.

Technical DataPermissible load 150 kg/m² with a maximum width

of influence of 1.25 m.

1050

600

460

126

1274

85

729

Ø7

112159 2,130 Handrail Post Holder VARIOFor assembling guardrails on to VARIO GT 24

elements.

Complete with1 pc. 024250 Wedge K, galv.

1 pc. 780800 Dowel Pin ISO 8752 8 x 20, galv.

117

402

70 45

115

8,51°

45

400

61

Item no. Weight kg


105985

102415

156,600

98,800

VARIO Platforms with Access HatchVARIO Platform 100 x 250 with Access HatchVARIO Platform 100 x 125 with Access HatchPre-assembled working platform for VARIO GT 24

elements with access hatch.

L2480

1230

Technical DataPermissble load capacity of 150 kg/m².

L

1165

1299

105986

102920

103203

155,000

115,000

84,900

VARIO Platforms without Access HatchesVARIO Platform 100 x 250VARIO Platform 100 x 187.5VARIO Platform 100 x 100Pre-assembled working platform for VARIO GT 24

elements.

L2480

1855

980


L 1299

1165

103932 36,300 VARIO End PlatformPre-assembled working platform for VARIO GT 24

stopend formwork. 2 pcs. per stopend formwork

and platform level.


1020

986

275

103965 22,000

Accessories

Handrail for VARIO End Platform

62

Item no. Weight kg


103992 65,600 VARIO External Corner PlatformPre-assembled working platform for VARIO GT 24

elements. Wrap-around platform with pivoting

handrail. For external corners of 80° up to 100°.


2125

1044

850

103865 22,000 Handrail for VARIO End PlatformFor assembly to VARIO End Platform with wall

thicknesses up to 0.50 m. With folding platform

handrail VARIO 80.

1290

1288

140

100813 4,980 VARIO Platform Handrail 80As end handrail frame for diverse platforms.

Swivels.

Complete with2 pcs. 102414 Bolt Ø 12 x 105 x 5 x 95-ST, galv.

2 pcs. 018060 Cotter Pin 4/1, galv.

810

880

420

100541 4,050 VARIO Platform ConnectorFor connecting VARIO platforms and the platform

brace to the GT 24 girders.

Complete with1 pc. 027170 Pin Ø 16 x 42, galv.


199

190

82

51

80

14814

41minmax 76

63

Item no. Weight kg


101273

101269

7,780

11,200

VARIO Platform BracesVARIO Platform Brace 167VARIO Platform Brace 246For assembling the VARIO platforms. 2 pieces per

platform.

Complete with2 pcs. 018050 Pin Ø 16 x 65/86 galv.


65 30 1576 / 2368

1726 / 2518

50

105823 9,270 VARIO Platform Bracket VBK 90For assembly of a working scaffold on elements

with GT 24 girders. With safety pins and cotter

pins.

Complete with1 pc. 106336 Pin Ø 20 x 120, galv.


Technical DataPermissible load capacity of 150 kg/m² with a

maximum width of influence of 1.25 m.

68

745

890

1042

180

85

Ø6

Ø7

034580 3,520

Accessories

Handrail Post HSGP

105480

105484

16,600

16,600

VARIO Platform Beam VARIO Platform Beam, leftVARIO Platform Beam, rightFor assembly of VARIO GT 24 filler platforms with

bolted boarding.

NoteDrawing shows the VARIO Platform Beam, left.

1299

269

175

64

Item no. Weight kg


034580 3,520 Handrail Post HSGPAs guardrail for different systems.

107738 24,100 Ladder 240-360Adjustable from 2.40 m up to 3.60 m.

min 2360 max 3710

N x 300

422

022310

022320

022330

022340

022350

022460

22,000

28,000

33,000

40,000

45,000

,000

Culvert Frame Waler RKRCulvert Frame Waler RKR - Profile U100Culvert Frame Waler RKR - Profile U120Culvert Frame Waler RKR - Profile U140Culvert Frame Waler RKR - Profile U160Culvert Frame Waler RKR - Profile U180Welding Unit for RKR

NoteFor the wall walers, the VARIO attachment

(I = 236 mm) must always be added when deter-

mining the total length. The Welding Units RKR

(1 per wall waler) are to be individually specified.

50 5052

180

160

140

120

100

55 5552 60 6052 65 6552 70 7052

U100 U120 U140 U160 U180

65

Item no. Weight kg


022380

022440

23,200

20,500

Double Spindle RKRDouble Spindle RKR with WheelDouble Spindle RKR

Complete with4 pcs. 710880 Washer DIN 434 18, galv.

1 pc. 710252 Bolt ISO 4017 M16 x 50-8.8, galv.

1 pc. 710229 Nut ISO 4032 M16-8, galv.

Technical DataLoad-bearing capacity of the double spindle

102.5 kN with x = 170 mm. Load-bearing capacity

of the wheel: 6.0 kN.

368

710

52

508 140

38

022400 12,300 Adjustable Spindle RKRFor aligning the Culvert Frame Formwork RKR.

Do not use for transferring loads.

Complete with2 pcs. 725560 Bolt Ø 25 x 100


L520 520

Ø25x100

022410 19,600 Corner Spindle RKR Complete with10 pcs. 710225 Bolt ISO 4017 M16 x 45-8.8, galv.

10 pcs. 710229 Nut ISO 4032 M16-8, galv.

10 pcs. 710880 Washer DIN 434 18, galv.

Technical DataPermissible load F 90.0 kN.

493 150

292

701991 0,906

Accessories

Welding Plate FI 50 x 20 x 120, ESP

701991 0,906 Welding Plate FI 50 x 20 x 120, ESP

120 20

50

Ø17

68

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

Cno. 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

Dråpen 9

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

61

01 PERI GmbH Rudolf-Diesel-Strasse

89264 Weissenhorn

[email protected]

www.peri.com

France

Switzerland

Spain

Belgium/Luxembourg

Netherlands

USA

Indonesia

Italy

Japan

United Kingdom/Ireland

Turkey

Hungary

Malaysia

Singapore

Austria

Czech Republic

Denmark

Finland

Norway

Poland

Sweden

Korea

Portugal

Argentina

Brazil

Chile

Romania

Slovania

Slovakia

Australia

Estonia

PERI International

69

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 TOO PERI Kazakhstan

Rubenstein Street 10

(Corner Dostyk Str. 7)

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 Carretera

Jorobas – Tula

Huehuetoca

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

www.peri.com.mx


Baku Branch Office

28 May Küç. Ev 72 Menzil 27

Baku [email protected]

www.peri.com.tr


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, 5th floor, KAVE BLVD,

Building No. 4

P.O. Box 1939793669

Teheran-Iran [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

61 Autostrada TIRANE-DURRES

Km 2 Rr dytesore

ne krah te Vodafonit

Perballe ARDENOS FUSHE -

MEZES TIRANE

Tirane / ALBANIA [email protected]

www.peri.com.tr

62 Av. Defensores

del Morro 2074

Chorrillos

Lima

Peru [email protected]

7

8

10

1415

23

25

26

27 31

35

36

3739 40

43

44

45

4749

50 51

54

595558

5760 56

62

Greece

Latvia

United Arab Emirates

Canada

Libanon

Lithuania

Marocco

Israel

Bulgaria

Iceland

Kazakhstan

Russian Federation

South Africa

Ukraine

Egypt

Serbia

Mexico

Azerbaijan

Turkmenistan

Belorussia

Croatia

Iran

India

Jordan

Kuwait

Saudi Arabia

Qatar

Algeria

Albania

Peru

D e

02

/20

09

10

ma

Art

. N

r.:

79

05

78

©

Co

pyri

gh

t by P

ER

I G

mb

H

Wall FormworkPanel Formwork

Girder Formwork

Circular Formwork

Facade Formwork

Brace Frame

Column FormworkSquare

Rectangular

Circular

Slab FormworkPanel Formwork

Beam Grid Formwork

Girder Formwork

Slab Table

Beam Formwork

Shoring SystemsSteel Slab Props

Aluminium Slab Props

Tower Systems

Heavy-Duty Props

Climbing SystemsClimbing Scaffold

Self-Climbing System

Climbing Protection Panel

Platform Systems

Scaffold, Stairways, Working PlatformsFacade Scaffold

Working Platform

Weather Protection Roof

Stairway Access

Bridge and Tunnel FormworkCantilevered Parapet Carriage

Cantilevered Parapet Platform

Engineer’s Construction Kit

ServicesFormwork Assembly

Cleaning / Repairs

Formwork Planning

Software

Statics

Special Constructions

Additional Systems

Plywood

Formwork Girders

Stopend Systems

Pallets

Transportation Containers

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.com

PERI Product Range

vario gt 24 standard panels

Documents