Climbing Scaffold CB 240, CB 160

Climbing Systems CB 240 and CB 160Safe working conditions withwall formwork at all heights

Important Notes:

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

The photos in this brochure were taken at vari-ous construction sites. Therefore, the safety as-pects and formwork tie details cannot be con-sidered as definitive.

Safety instructions and load instructions must be observed at all times. Any changes and devi-ations require separate static verification.

We reserve the right to make technical changes in the interest of progress.

PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)73 09.9 50- 0Fax +49 (0)73 09.9 51- [email protected]

Edition 04/2009

1

Contents

Climbing Systems CB 240 and CB 1602 Type-tested safety at all heights

4 For all heights and every ground plan

6 With VARIO GT 24, MAXIMO, TRIO or RUNDFLEX

8 Construction-compliant load assumptions, simple formwork adjustment

10 Wind loads, over-sized formwork elements

12 Even platform planking, Formwork Carriage CB 240

14 CB 240 climbing cycle sequence

16 Type-tested safety measures, moving procedure of the CB 160

18 Certified scaffolding anchoring

20 High level of working safety with system components

BR shaft platforms22 Application, support, details

Tables24 Load Tables and Charts CB 160

26 Load tables and Charts CB 240

28 Components

48 PERI International

2

Climbing System CB 160Type-tested safety at all heights

ApartmentsCB 240 and CB 160 brackets with VARIO GT 24.

Photo on the rightBridge pierArchitectural concrete with CB 240 and VARIO GT 24.

Environmental constructionHigh-quality architectural concrete with CB 240 brackets and VARIO GT 24.

CB climbing scaffold system with type tests provide high levels of safetyin all areas of application.

With the CB 240, the formwork is mounted on a carriage with roller bear-ings and can be moved by approx. 75 cm.This means sufficient space is available for cleaning the formwork and rein-forcement work. The 2.40 m wide plat-form planking is flush with the Carriage CB and free of any tripping hazards.

With the CB 160, the formwork is simply tipped backwards for striking.For both systems, the formwork is moved together with the scaffold in only one crane lift.

Type Test

CB 240 and CB 160 are type-tested. This makes time-consuming static calculations unnecessary.

3

4

Climbing System CBFor all heights and every ground plan

Hotel constructionCB 240 scaffold bracketscomplete with finishingplatform and TRIO.

30-storey apartmentbuildingCB 240 and CB 160scaffold brackets withVARIO GT 24.

CB 240Safe working areas andaccess with system com-ponents on the formworkand CB climbing scaffold.

5

Bridge pierArchitectural concrete with CB 240 and VARIO GT 24.

Administration buildingCB 240 with TRIO and VARIO GT 24.

SafetyPERI ladder for safe access to the finishing platform.

LNG liquid gas tanksCircular walls ø 77.50 m with CB 240 and VARIO GT 24.

6

CB 240 with VARIO GT 24Concreting height 3.60 – 5.40 m

Climbing System CBWith VARIO GT 24, MAXIMO, TRIO or RUNDFLEX

Strongback CB 270Strongback CB 380

Strongback Connector U 100-120

Adjustable Brace CB 164-224

Height Adjusting Unit CB

Carriage CB 240 with rack

Square-shaped timberor GT 24 girders,single or double.

CB 240

Handrail Post 200

Post Extension 180

Tension Anchor CB

Handrail Post 370

Platform Post 225

Platform Cantilever Beam CB

CB 160 with MAXIMO or TRIOConcreting height 3.60 – 5.40 m

Adapter TRIO/CB

Adjusting Unit CB 160

CB 160

Handrail Post 200

Post Extension 180

Tension Anchor CB

Handrail Post 370

Platform Post 225

Platform Cantilever Beam CB

Square-shaped timber orGirder GT 24.

Strongback CB 270Strongback CB 380

Adjustable Brace CB 164-224

7

Administration buildingCB 240 with finishing platform and TRIO.

Airport control tower46 m high, external ø 6,85 m.With PERI RUNDFLEX and CB 240 brackets.

8

Climbing System CB 160Construction-compliant load assumptions,simple formwork adjustment

Construction-compliant loadassumptions

The high loading capacity of the CBclimbing system allows wide spansresulting in large scaffold units withhigh load assumptions.

On the PERI CB 240, for example, rein-forcing bars can therefore be storedwhen the formwork is retracted.

Formwork carriage in workingposition

Concreting platform150 kg/m2

Working platform200 kg/m2

Finishing platform75 kg/m2

300kg/m2







Formwork carriage in concretingpostition

CB 240 CB 160

9

Simple adjustment of the formwork ele-ments for neat and tidy concrete joints

Move element sideways.By releasing the StrongbackConnector U 100-120.

Precise adjustment of theangle of inclination.With Adjustable BraceCB 164-224.

Element height adjustmentFor VARIO GT 24With Height Adjusting Unit CB

For MAXIMO and TRIOWith Adapter TRIO-CB

10

0

50

100

150

0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30

Climbing System CBWind loads, over-sized formwork elements

Wind loads

CB 240 and CB 160 are type tested and designed to handle high wind speeds.

CB 240 and CB 160 type tests are avail-able on request from PERI.

The PERI CB 240 provides type-testedwind safety at any position which means:Locking the formwork on the carriage takes place quickly and securely by means of a wedge.Complete safety against the wind im-mediately after mounting the tie rod.

CB 240 with VARIO GT 24 for construction of bridge piers.

Wind dynamic pressure for transition zone inland and with load reduction factor* for period of application < 24 months.* = 0.7

Wind forces increase accordingly with the height.The DIN 1055, which forms the basis for the design, deter-mines the wind loads according to wind zones, ground profiles and op-erating heights.

QO

ZO

DU

hG

ZZ

h S/2

600

h S35

0

1,80

h S

Wind loads for shoring according to EN 12812

Win

d Zo

ne 1

Win

d Zo

ne 2

Wind dynamic pressure [kN/m2]

Op

erat

ing

hei

gh

t ab

ove

gro

un

d [

m]

Win

d Zo

ne 3

Wind

Zon

e 4

11

Over-sized formwork ele-ments

The strong CB 240 und CB 160 scaf-fold brackets allow the formation oflarge elements.5.40 x 5.00 m = 27 m2 formwork sur-face area is possible on only 2 scaffoldbrackets also with wind speeds of164 km/h (1.3 kN/m2) with standardarrangement of the brackets.With less wind loads, larger elementsand bracket spacings are possible.

Extremely long platforms are also noproblem with the CB 240 and CB 160.

Instead of the usual square-shapedtimbers, GT 24 girders can be used asplatform main beams.With a double GT 24 girder position,platform lengths of up to maximum12.00 m are possible.

CB 240 with finishing platformand VARIO GT 24 for construc-tion of LNG gas tanks.

max

. 5.4

0 m

max. 5.00 m

max. 12.00 m

max. 7.20 m

12

Climbing System CBEven platform planking, Formwork Carriage CB 240

Even platform planking

The 2.40 m wide planking has no tripping hazards and allows easy and safe movement on the working plat-form – in front of and behind the formwork.

With the PERI CB 240, the planking is positioned above the brackets.All possible tripping hazards are below the working platform.

The working platform can be transportedpre-assembled thus saving space and connected with the CB 240 brackets on the construction site.

Safe and secure movement on the CB 240 working platform.

Closed platform deck-ing for safe working.

Safe working conditions on the CB 240 in pro-tection of the formwork element.

13

The Carriage CB 240 is moved using the Ratchet Lever SW 19,Item no. 027180.

With the captive wedge, the carriage can be fixed in any moving position.

Carriage CB 240

With roller bearings for easy shuttering and striking.This means that large formwork elements can also be easily moved forwards and backwards.

75 cm working area when the form-work is retractedThis creates sufficient space for cleaning the formlining as well as installing the reinforcement.

Ratchet Lever SW 19

Bracket CB 240

Rack drive

Formwork Carriage

Roller bearings

Securing wedge

75 cm

14

Climbing System CBCB 240 climbing cycle sequence

1. The first wall section is concreted.Install the leading anchor according tospecifications.

2.After reaching the required concretestrength, mount the Scaffold Mount-ing Ring M24 and then attach the pre-assembled scaffold unit. Install theformwork and concrete the secondsection.

3.Retract the formwork and thenmount the Scaffold Mounting RingM24.

15

4.Lift the complete unit to the nextsection by means of the crane.If required, the finishing platform canbe fitted.

Note:Load-bearing capacity of the craneeye on the Strongback CB is 1.9 t.

5.Reinforcement work is now carriedout and, if required, the formwork isplaced at an angle.

6.Move the formwork forwards andconcrete. At this point. cycles continueas in Point 3.

16

Climbing System CBType-tested safety measures, moving procedure of the CB 160 and climbing traverse

CB 160 combined with CB 240

Adjusting Unit CB 160Item no. 051130

Ratchet Lever SW 19Item no. 027180

Type-tested safety measures

A type test is also available for the useof the PERI climbing system CB 160.

The formwork is simply tilted backwardswhen striking.With a platform width of 1.60 m, a suffi-cient working area is available.

Safe working conditions also on the CB 160 climbing system. An integrated ladder allows safe and secure access to the finishing platform.

Combining CB 160 and CB 240 is the cost-ef-fective solution for high walls.

CB 160 CB 240

17

CB 160moving procedure

Moving procedure withClimbing Traverse RCS

1. Lift the unit withthe crane.

2. Lift and then placein position.

3. Attach unit on theScaffold MountingRing M24.

Use a guide rope toensure that the movingpreocedure is fullyunder control.

The PERI Climbing Traverse RCS 10 t,Item no. 112986, is used when movinglarger or non-symmetrical units.

18

350

450

Climbing System CBCertified scaffold anchorage

With climbing systems, safety issignificantly determined through thequality of the tie system. Therefore,PERI tie systems are approved by thebuilding authorities.

The PERI Climbing Anchor M24/DW 15and M24/DW 20 are efficient in theiruse as well as guaranteeing safehandling.

Variant 1Standard anchoring with variable an-choring depth.With PERI Climbing Cone-2 M24/DW 15Building Authority ApprovalNo. Z-21.6-1767

Variant 2With PERI Screw-On Cone-2 M24/DW 20and Threaded Anchor Plate 20.

Variant 1With PERI Climbing Cone-2 M24/DW 15and Threaded Anchor Plate 15.

Variant 2Anchoring for thin walls and limited an-chor forces.With PERI Screw-On Cone-2 M24/DW 20Building Authority ApprovalNo. Z-21.6-1766

Approved by

building

authorities

The anchoring of thebrackets is officially appri-oved by the building au-thorities.

System Reusable components Lost components

M24/DW 15

M24/DW 20

M24x120-10.9Item no. 0295690

Scaffold MountingRing M24Item no. 029470

Climbing Cone-2M24 / DW15Item no. 031220

Tie Rod DW 15Item no 030030

M24x120-10.9Item no. 0295690

Scaffold MountingRing M24Item no. 029470

Screw-On Cone-2M24 / DW 20Item no. 030960

Threaded AnchorPlate 20Item no 030860

Threaded AnchorPlate 15Item no. 030840

19

5. Close anchor pointsThe remaining anchor hole is closed by means of the Concrete Cone KK. This results in an optically-pleasing concrete surface.

1. Leading anchor during strikingPosition Anchor Positioning M24 and fix by nailing into the plywood.Turn Climbing Anchor on the Anchor positioning. Secure the Threaded Anchor Plate by means of tie wire to the reinforcement.

2. Attach scaffold suspensionRelease the formwork from the concrete and retract (the nails are pulled through the plywood).Dismantle Anchor Positioning M24 using a pin wrench SW 14.Mount Scaffold Mounting Ring M24 using a Hex. Bolt M24 x 120.

3. Mount scaffold bracketsMount Scaffold Brackets CB 240 or CB 160 and immediately secure by means of safety pins.

4. Reusable anchor componentsScrew out the Hex. Bolt M24 x 120and cone from the finishing platform using the socket wrench SW 36.

Mounting of leading anchorAdvancing Bolt M24

Plywood is drilled through.E.g. with Wall Formwork VARIO GT 24.

Anchor Positioning M24

Plywood is not drilled through.E.g. with panel formwork MAXIMO TRIO

1. Leading anchor during strikingPosition leading anchor drill through plywood ø 25 mm.Screw climbing anchor and Advancing Bolt tightly together.

2. Attach scaffold suspensionRemove Advancing Bolt M24. Retract formwork.Attach Scaffold Mounting Ring M24 with Hex. Bolt M24 x 120.

20

Climbing System CBHigh level of working safety with system components

The system components for the CB 240 and CB 160 climbing systems provide a very high degree of safety.

Integrated ladders with hinged hatches and ladder cages ensure safe access to the finishing and concreting platforms.Handrail post for fixing the end and side handrails.

Easy access to the finishing platform with the PERI ladder.

Accessing the two finishing platforms is carried out with CB 240 and CB 160 system components.

Using VARIO platforms, the CB 240 climbing system ensures safe access to the concreting level.

21

A

B

Access ladderSafe and secure access to the CB 240 and CB 160 finishing platform at all heights.

Ladder 220/6

Ladder safety cage

Ladder 180/6

Sliding or hinged hatches.

A) Side handrail postFor fixing end handrails.It is mounted on the outer main beam at the end.

B) End handrail postWith larger cantivers, it is attached to the outer main beam.

Ladder Base 30, adjustable

22

10.0 8.0 20.0 0.15 1 x 5

12.0 9.6 23.9 0.18 1 x 5

14.0 11.2 27.9 0.21 1 x 6

16.0 12.8 31.9 0.24 1 x 6

18.0 14.4 35.9 0.27 1 x 6

19.1 15.3 38.0 0.29 1 x 8

BR shaft platformsApplication, support, details

Table of permissible bearing forces for gravity pivot plate

Considered tolerances:Clear width of the shaft ± 20 mm.Length of platform beam ± 3 mm.Clearance in the box out + 10 mm.

Remaining supporting depth min. 27 mm.

Application

Note:For suspension of the finishing platforms, only use Tie Rods B15 or Scaffold Tube ø 48.3 mm.

Tie

Rod

B15

or

Sca

ffol

d Tu

be

Tie

Rod

B15

or

Sca

ffol

d Tu

be

Concrete cube strength[N/mm2]

Concrete cylin-der strength[N/mm2]

perm. vertical bearing load[kN]

Reinforcement against tensile splitting BST 500 [cm2]

Diameter of reinforcement[mm]

23

Perm. load-bearing capacity 25 kN Perm. load-bearing capacity max. 38 kNSupport on Folding Bracket 25 Support on gravity pivot plate

70 442 25 115 327

Assembly sequencePlatform Beam BR with gravity pivot plate

2. With square-shaped timber

Hook Strap HBfor Profile U 100 / U 120Hook Strap HB2for Profile U 140 / U 160

Hook Strap HB 24-100/120for Profile U 100 / U 120Hook Strap HB 24-140/160for Profile U 140 / U 160

Installation of platform decking1. With Girder GT 24

1. Bearing Box BR installed 2. Struck 3. Platform supported 4. Platform lifted

max. 100 mm timber

80

Drilled hole ø 20

Note:The external platform beam (timber)may not obstruct the unhinderedfolding of the gravity pivot plate.

24

0.80 30 150 75 kg/m2 – – –

0.80 30 150 – – – –

1.60 50 200 200 kg/m2 133 kg/m2 133 kg/m2 –

1.15 50 75 37.5 kg/m2 – – –

Climbing SystemCB 160

QO

ZO

DU

hG

ZZ

Wind from the front

Wind from the rear

h S/2

600

h S35

0

1.80

h S

* Maximum permissible live load for operating condition “Working”.– Loads are evenly distributed. One-sided loading of cantilevered

platform areas is not permitted.– Working: if loading of several platform levels, only one level

can be fully loaded - all other platform levels only up to 50%.– Storm: Reduced load on the working platform for material

left behind.

Static system and load combinations

The charts are for detailed determina-tion of the bearing reactions whilst taking into account realistic load combi-nations. For all load combinations (A – working and B – storm), the safe transfer of the bearing forces into the building structure has to be verified.

With higher wind loads, the permis-sible widths of influence must be reduced accordingly and the bearing forces determined through a static calculation.

Width of influence bApplication height hG

Formwork height hS

Formwork weight max. 60 kg/m2

Wind flow pressure qAerodynamic wind factor cW = 1.3

Load Combination A – Working

Wind load:q = 0.25 kN/m² v = 72 km/h

– Working on all platforms is allowed.– Material storage on the working

platform is allowed.

Load Combination B – Storm

Wind load:q = 0.8 kN/m2 v = 129 km/h

q = 1.1 kN/m2 v = 151 km/h

q = 1.3 kN/m2 v = 164 km/h

– Working not permitted– Material can be left on the working

platform.

Load assumptions

Platform Platform width [m]

Dead load of the platform

[kg/m²]

Permissible live load*[kg/m²]

Decisive load combinations [kg/m²] for calculating the bearing reactions

Working A Storm B1 Storm B2 Storm B3

from the rearfrom the rearfrom the frontfrom the frontWind direction

Finishing platform

Working platform

Intermediate platform**

Concreting platform

**if necessary

25

q = 0.8 kN/m2 q = 1.1 kN/m2 q = 1.3 kN/m2

hS 3.00 m 4.00 m 5.40 m 3.00 m 4.00 m 5.40 m 3.00 m 4.00 m 5.40 m

6.55 m 4.40 m 2.90 m 5.55 m 3.60 m 2.40 m 5.05 m 3.25 m 2.05 m

A

QO 47.2 kN 36.9 kN 28.1 kN 40.4 kN 30.9 kN 23.9 kN 37.1 kN 28.3 kN 21.0 kN

ZO 30.9 kN 26.5 kN 23.3 kN 26.4 kN 22.0 kN 19.5 kN 24.1 kN 19.9 kN 16.8 kN

DU 24.2 kN 20.6 kN 18.0 kN 20.6 kN 17.1 kN 15.2 kN 18.9 kN 15.5 kN 13.1 kN

B1




B2


ZO* -26.2 kN -24.4 kN -22.2 kN -32.5 kN -28.5 kN -25.8 kN -35.9 kN -30.9 kN -26.3 kN

ZZ 13.0 kN 17.9 kN 23.4 kN 19.1 kN 22.8 kN 28.5 kN 22.2 kN 25.5 kN 29.5 kN

B3




Load Tables and Charts CB 160Bearing reactions for the permissible width of influence (perm. b)

Formwork height hS [m]

Width of influenceperm. b [m]

q = 0.8 kN/m2

q = 1.3 kN/m2

q = 1.1 kN/m2

5.40

5.00

4.50

4.00

3.50

3.002.00 3.00 4.00 5.00 6.00 7.00

Width of influence CB 160

The permissible widths of influence correspond to the type test. The bearing reactions differ to the type test, because the type test does not distinguish between different operating condi-tions.

The calculation of types according to current standards is being prepared.

max. wind flow pressure during storm

Load

cas

e

perm. b

*if ZO < 0, then a compressive force affects the anchorage.intermediate values can be interpolated linear. Maximum values are in bold.Load factor - wind loads:Load Combination A = 1.0. Load Combination B = 0.9

Formulae to calculate the forces for actual width of influence (actual b)

QO (actual b) =

ZO (actual b) =

DU (actual b) =

ZZ (actual b) =

actual b

perm. b

actual b

perm. b

actual b

perm. b

actual b

perm. b

∙ (QO (perm. b) - 3.8 kN) + 3.8 kN

∙ (ZO (perm. b) - 1.3 kN) + 1.3 kN

∙ (DU (perm. b) - 1.3 kN) + 1.3 kN

∙ ZZ (actual b)


26

30 150 75 – – –

30 150 – – – –

50300 300 – – –

200 200 133 133 –

50 75 37.5 – – –


QO

ZO

DU

hG

ZZ

h S/2

600

h S45

0

1.80

h S

* Maximum permissible live load for operating condition “Working”.– Loads are evenly distributed. One-sided loading through

cantilevered platform areas is not permitted.– Working: if loading several platform levels, only one level

can be fully loaded - all other platform levels only up to 50%.– Storm: reduced load on the working platform for material

left behind.

Wind from the front

Wind from the rear

Static system and load combinations

The charts are for detailed determina-tion of the bearing reactions whilst taking into account realistic load combi-nations. For all load combinations (A – working and B – storm), the safe transfer of the bearing forces into the building structure has to be verified.

With higher wind loads, the permis-sible widths of influence must be reduced accordingly and the bearing forces determined through a static calculation.

Width of influence bApplication height hG

Formwork height hS

Formwork weight max. 60 kg/m²Wind flow pressure qAerodynamic wind factor cW = 1.3

Load combination A – working

Wind load:q = 0.25 kN/m² v = 72 km/h

– The formwork is retracted (75 cm), or is in the concreting position.

– Working on all platforms is permitted.– Storage of materials on the working

platform is permitted.

Load combination B – storm

Wind load:q = 0.8 kN/m2 v = 129 km/h

q = 1.1 kN/m2 v = 151 km/h

q = 1.3 kN/m2 v = 164 km/h

– Formwork in concreting position– Working not permitted– Material can be left on the working

platform.

Platform Dead load of the platform

[kg/m²]

Permissible live load*[kg/m²]

Decisive load combinations [kg/m²] for calculating the bearing reactions

Working A Storm B1 Storm B2 Storm B3

from the rearfrom the rearfrom the frontfrom the front

Concreting platform

Intermediate platform (if required)

Working platform

Finishing platform

Wind direction

Wall side

Guardrail side

27

q = 0.8 kN/m2 q = 1.1 kN/m2 q = 1.3 kN/m2

hS 3.00 m 4.00 m 5.40 m 3.00 m 4.00 m 5.40 m 3.00 m 4.00 m 5.40 m

4.80 m 3.90 m 3.16 m 4.28 m 3.40 m 2.68 m 3.95 m 3.12 m 2.50 m

A




B1




B2




B3




q = 0.8 kN/m2

q = 1.3 kN/m2 q = 1.1 kN/m2

5.40

5.00

4.50

4.00

3.50

3.002.00 2.50 3.00 3.50 4.00 4.50 5.00

The permissible widths of influence correspond to the type test. The specified bearing reactions differ to those of the type test because no differentiation between several operating condi-tions are given there.

The type calculation according to current standards is being prepared.

Width of influenceperm. b [m]

Formwork height hS [m]

Width of influence CB 240

Load tables and charts CB 240Bearing reactions for permissible widths of influence (perm. b)

*if ZO < 0, a compressive force then affects the anchorage.Intermediate values can be linear interpoliert. Maximum values are in bold.Load factor - wind loads:Load combination A = 1.0. Load Combination B = 0.9

Formulae to calculate values for actual width of influence (actual b)

Q O (actual b) =

ZO (actual b) =

DU (actual b) =

ZZ (actual b) =

actual b

perm. b

actual b

perm. b

actual b

perm. b

actual b

perm. b

∙ (QO (actual b) - 4.6 kN) + 4.6 kN

∙ (ZO (actual b) - 2.7 kN) + 2.7 kN

∙ (DU (perm. b) - 2.7 kN) + 2.7 kN

∙ ZZ (perm. b)

max. wind flow pressure

Load

cas

e

perm. b


28

Item no. Weight kg

CB Climbing System, BR Shaft Platform

051000 112,000 Climbing Bracket CB 240Complete Climbing Scaffold Bracket CB 240.

Complete with2 x 017040 Screw-On Coupling AK 48, galv.1 x 715977 Handrail Post CB 2401 x 710222 Hex. Bolt ISO 4014 M16 x 80-8.8, galv.1 x 070890 Nut ISO 7042 M16-8, galv.NoteDelivery condition: handrail post attached to trans-portation bracket.

1100

5044

044

0

3214

30 2326

400

228

2411

1800

350

051020 33,900 Carriage CB 240For mounting to the Climbing Bracket CB 240.Can be assembled in 2 positions: for platformbeams with Girder GT 24 or timber 8 x 16 cm.

Complete with1 x 710944 Toothed Wedge, FWNoteSpanner size SW 19.

1175

625

90

250

165

/24

5

SW 19

027180051040

1,7608,440

AccessoriesRatchet Lever SW 19Rack CB 240

29

Item no. Weight kg


051040 8,440 Rack CB 240For Carriage CB 240.

Complete with1 x 018050 Pin Ø 16 x 65/86, galv.1 x 018060 Cotter Pin 4/1, galv.

3010

33

2240

64

73

051010 0,930 Lifting Eye CB 240, galv.For mounting to the Climbing Bracket CB 240when used as a working platform.

Complete with1 x 018050 Pin Ø 16 x 65/86, galv.1 x 018060 Cotter Pin 4/1, galv.Safety instructionsLoad-bearing point: lifting capacity 700 kg.

62

140

051100 79,000 Climbing Bracket CB 160Complete Climbing Bracket CB 160.

Complete with2 x 017040 Screw-On Coupling AK 48, galv.1 x 715977 Handrail Post CB 2401 x 710222 Hex, Bolt ISO 4014 M16 x 80-8.8, galv.1 x 070890 Nut ISO 7042 M16-8, galv.NoteDelivery condition: handrail post attached to trans-portation bracket.

30 1521

630

1025

440

440

50

3135

228

1606

1800

30

Item no. Weight kg


051130 12,900 Adjusting Unit CB 160For Climbing Bracket CB 160.

Complete with2 x 711084 Hex. Bolt ISO 4014 M20 x 150-8.8, galv.2 x 781053 Nut ISO 7042 M20-8, galv.NoteSpanner size SW 19.

260 83

SW 19

237

051120 4,560 Platform Connection CB 160For connection of platform decking to the ClimbingBracket CB 160 for use as working scaffold.

Complete with2 x 711078 Hex. Bolt ISO 4014 M20 x 130-8.8, galv.2 x 781053 Nut ISO 7042 M20-8, galv.Safety instructionsLoad-bearing point: load capacity 500 kg.

130 90

235

5570

051060051150

73,400103,000

Strongback CBStrongback CB 270Strongback CB 380For mounting of system formwork to the ClimbingBrackets CB 240 and CB 160. For formworkheights up to 5.40 m.

Complete with1 x 715936 Pin with Tension Sleeve1 x 018060 Cotter Pin 4/1, galv.Safety instructionsLoad-bearing point: load capacity 1.9 t.

120

86

196

160

90/

Nx

60=

1430

7x

6024

0=

420

480

/162

0

2730

/38

00

31

Item no. Weight kg


051030 5,320 Height Adjusting Unit CBFor height adjustment of VARIO GT 24 elementson the Strongback CB.

Complete with1 x 715936 Pin with Tension Sleeve1 x 018060 Cotter Pin 4/1, galv.NoteSpanner size SW 19.

240

60 55

82

190

max

182Ø25

SW 19

051110 25,000 Adjustable Brace CB 164-224For exact adjustment of the Strongback CB.

Complete with2 x 715936 Pin with Tension Sleeve2 x 018060 Cotter Pin 4/1, galv.

1580

min 1640 max 2240

89

051090 13,500 Adapter TRIO-CBFor the connection of TRIO panels to theStrongback CB. Horizontal or vertical use ispossible. With built-in height adjustment.

Complete with1 x 715936 Pin with Tension Sleeve1 x 018060 Cotter Pin 4/1, galv.NoteSpanner size SW 19.

100

400

82

180

Ø25

415

SW 19

32

Item no. Weight kg


110059 2,620 Strongback Connector U 100-120For the connection of VARIO GT 24 elements onthe Strongback CB or Steel Waler SRU.

284

80

126

Ø16

80 - 145 76

120

107007 3,410 Tension Anchor Connector CBFor securing against tilting due to wind loads usingDW 15 Tie Rod.

Complete with1 x 710219 Hex. Bolt ISO 4014 M16 x 100-8.8, galv.1 x 070890 Nut ISO 7042 M16-8, galv.

400

6064

M 16x100

30

DW 15

107008 4,100 Wall Tension ConnectorFor securing against tilting due to wind loads usingDW 15 Tie Rod.

Complete with1 x 027170 Pin Ø 16 x 42, galv.1 x 018060 Cotter Pin 4/1, galv.

331

180

100

100

255

DW 15Ø26

50

026430 0,334AccessoriesHex. Bolt ISO 4014 M24 x 70-10.9

051260 3,300 Belt Connector CBFor securing against tilting due to wind loads withTension Belt.

Complete with1 x 710219 Bolt ISO 4014 M16 x 100-8.8, galv.1 x 070890 Nut ISO 7042 M16-8, galv.

400

6059

25

Ø20 M 16x100

33

Item no. Weight kg


051270 1,620 Belt Connector WallFor securing against tilting due to wind loads usinga Tension Belt.

100 12

8012

0

Ø25

Ø50

026430 0,334AccessoriesHex. Bolt 4014 M24 x 70-10.9

026430 0,334 Hex. Bolt ISO 4014 M24 x 70-10.9High tensile bolt for the anchoring of climbingsystems.

NoteSpanner size SW 36.

70

M24

SW 36

051250 2,790 Tension Belt l = 5,70 m, 25 kN Technical dataPermissible tension force 25.0 kN.

1000

5700min 1600 max

051230 17,000 Platform Cantilever Beam CBFor mounting finishing platforms.


232 965

1230

8027

0

16 965 249

M 16x130

150

80

86

Ø17

34

Item no. Weight kg


051200 44,400 Platform Post CB 225For mounting finishing platforms. For concretingheights up to 3.60 m. In combination with PostExtension CB 180 for concreting heights 3.60 to5.40 m.


200

3020

020

030

500

1750

710

1000

800

2510

Ø17Ø22

86M 16x130

051050 26,400 Post Extension CB 180For mounting finishing platforms. In combinationwith Platform Post CB 225 for concreting heightsfrom 3.60 m up to 5.40 m.


200

2020

020

020

500

1300

995

1195

2040

85

Ø17

M 16x130

35

Item no. Weight kg


051190 17,400 Handrail Post CB 200For assembling guardrails to the finishing plat-forms. Basic extension for Handrail Post CB 190and 370.


200

200

500

3030

8080

60 385

440

440

500

460

2225

1125

280

820

M 16x130

Ø17

86

051210051220

19,00034,600

Handrail Post CBHandrail Post CB 190Handrail Post CB 370For assembling guardrails to the finishing plat-forms. Handrail Post CB 190 for concreting heightsup to 3.60 m. Handrail Post CB 370 for concretingheights from 3.60 m up to 5.40 m.


200

200

3030

1895

/369

5

2155

/395

5

8080

80 330

440

440

500

Nx

Ø17

M 16x130

Ø9

36

Item no. Weight kg


026415026417026411026412026413026414026419026418

3,5500,0003,5507,100

10,65014,20017,75021,600

Scaffold Tube Steel Ø 48,3 x 3,2Scaffold Tube Steel Ø 48.3 x 3.2, special lengthsCutting costs for scaffold tubesScaffold Tube Steel Ø 48.3 x 3.2, l = 1.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 2.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 3.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 4.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 5.0 mScaffold Tube Steel Ø 48.3 x 3.2, l = 6.0 m

L

100020003000400050006000

Ø48,3x3,2L

017010 1,400 Swivel Coupling DK 48/48, galv.For Scaffold Tubes Ø 48 mm.


(27)

SW 19

017040 0,850 Screw-On Coupling AK 48, galv.For Scaffold Tubes Ø 48 mm.

NoteSpanner size SW 30, SW 19.

SW 30

SW 19

12()

051160 0,894 Handrail Connector CBFor mounting Scaffold Tubes Ø 48 mm to handrailposts.


95

60

9

Ø48

SW 19

024140 0,033AccessoriesF.H. Bolt DIN 603 M8 x 70 MU, galv.

37

Item no. Weight kg


051610 6,940 Side Handrail PostFor mounting handrails at the front side.Screwed to platform main beam.

440

5044

0 1270

4019

0

10050

340

Ø9

Ø7

051640 0,014AccessoriesHex. Wood Screw DIN 571 6 x 80, galv.

051630 11,000 End Handrail PostFor assembling of handrails on larger cantilevers.Screwed to platform main beam.

230

1270

50

110

30

190

440

440

50

120

280

Ø7

Ø9


051640 0,014 Hex. Wood Screw DIN 571 6 x 80, galv. NoteSpanner size SW 10.

SW 10

80

38

Item no. Weight kg


065066 15,100 End Guardrail Frame 55Clampable end guardrail frame for all PERI scaffoldplatforms and climbing systems.

560 400

1360

1020

max

417

051650 0,060 F. H. Bolt DIN 603 M6 x 180 MU, galv.With nut.


180

M 6 17

SW 1024

710240024360108834

0,0500,0580,085

F. H. Bolt DIN 603 M8, galv.F. H. Bolt DIN 603 M8 x 100 MU, galv.F. H. Bolt DIN 603 M8 x 125 MU, galv.F. H. Bolt DIN 603 M8 x 180 MU, galv.With nut.

L B100 80125 115180 28


029470 0,723 Scaffold Mounting Ring M24, galv.Anchoring System M24.For anchoring climbing systems.

NotePermissible load: see PERI product information.

73

73Ø


39

Item no. Weight kg


029560 0,535 Hex. Bolt ISO 4014 M24 x 120-10.9High tensile bolt for anchoring climbing systems.


120

SW 36

M24

114158 1,030 Screw-On Cone-2 M24/DW 20, galv.Anchoring System M24.For anchoring of climbing systems.

NotePermissible load: see PERI product information.Spanner size SW 36.

20D

W

65

150

7024M

SW 36

030860 0,801AccessoriesThreaded Anchor Plate DW 20

030860 0,801 Threaded Anchor Plate DW 20For the use with Tie Rod DW 20, B 20 orScrew-On Cone-2 M24/DW 20. For anchoring intothe concrete.

NotePermissible load: see PERI product information.Lost anchor component.

100

32

65DW 20

Ø6

031220 1,010 Climbing Cone-2 M24/DW 15, galv.Anchoring System M24.For anchoring of climbing systems.

NotePermissible load: see PERI product information.Spanner size SW 36.

50

100 25

M24

DW

15

70

SW 36

030840030030030740

0,5161,4401,550

AccessoriesThreaded Anchor Plate DW 15Tie Rod DW 15 special lengthTie Rod B 15 special length

030840 0,516 Threaded Anchor Plate DW 15For use with Tie Rod DW 15 or B 15.For anchoring in concrete.

NotePermissible load: see PERI product information.Lost anchor component.

60DW 15

Ø6

80Ø

27Ø

40

Item no. Weight kg


030030030050

1,4400,000

Tie Rod DW 15Tie Rod DW 15 special lengthCutting Costs DW 15, B 15

NoteNon-weldable! Observe construction approval!Technical dataPermissible load 90 kN.

DW 15

030740030050

1,5500,000

Tie Rod B 15Tie Rod B 15 special lengthCutting Costs DW 15, B 15

NoteWeldable! Observe construction approval!Technical dataPermissible load 85 kN.

B 15

029270 0,331 Advancing Bolt M24, galv.For connecting Anchor System M24 if the formlin-ing can be drilled through.


70

M 24

SW 19

029280 0,196AccessoriesAnchor Positioning Plate M24, galv.

029280 0,196 Anchor Positioning Plate M24, galv.For connecting Anchor System M24 if the formlin-ing can be drilled through.

60

Ø25

Ø7

80

6


41

Item no. Weight kg


029440 0,005 Hex. Wood Screw DIN 571 6 x 20, galv. NoteSpanner size SW 10.

20

M 6

SW 10

026420 0,123 Anchor Positioning Stud M24, galv.For mounting Anchor System M24 if the plywoodis not drilled through.

NoteAllen Key SW 14.

60

40

M 24Ø5

SW 14

027212710312

0,4450,005

AccessoriesAllen Key SW 14, longWire nails 3 x 80

051410 11,700 Ladder 180/6, galv.For accessing PERI formwork systems.

Complete with4 x 710224 Hex. Bolt ISO 4017 M12 x 40-8.8, galv.4 x 710381 Nut ISO 7042 M12-8

14905 x 298 = 83

1960

450

051420 12,800 Ladder 220/6, galv.For accessing PERI formwork systems.


8943 x 298 =

2265

400

450

42

Item no. Weight kg


109105 5,070 Ladder Base 30 adjustable, galv.For horizontally fixing ladders on the platformdecking.

0-3

20

525

443

423

95

170

13,5

051460 2,180 Ladder Base, galv.As bottom end piece and for preventing theladders sliding on platform decking.

405

210

50

103718 0,684 Ladder Hook, galv.To adjust the lower ladder. Always use in pairs.


330 SW 18

104132051450

15,60025,200

Ladder Safety CageLadder Safety Cage 75, galv.Ladder Safety Cage 150, galv.Safety cage for PERI access ladders.

Complete with4 px 710266 Hex. Bolt ISO 4017 M12 x 25-8.8, galv.4 x 701763 Clamping Plate Fl 25 x 10 x 90

750

/150

0

710

704

43

Item no. Weight kg


051430 37,900 Sliding Hatch CoverNon self-closing hatch for ladder access. Clearopening dimensions approx. 73 x 55 cm.


730

830

550

1140

103

110608 15,600 Hatch 55 x 60, foldableSelf-closing hatchway for ladder access. Clearopening dimensions approx. 55 x 60 cm.

820

662

60

560

710

386

66

600

550

027180 1,760 Ratchet Lever SW 19For moving Carriage CB 240 and SKSF 240.


795

031480 2,460 Socket Spanner SW 36, chrome-platedFor diverse uses.

510

44

Item no. Weight kg


027212 0,445 Hex. Wrench Key SW 14, longTo remove the Anchor Positioning Studs M24,M30 and M36.

230

SW 14

020320020510020310020520

21,80027,40032,80038,600

Platform Beam BRPlatform Beam BR U100Platform Beam BR U120Platform Beam BR U140Platform Beam BR U160As cross beam for shaft platforms.

NoteThe specified item no. applies only to the 2Platform Beam profiles. The required accessoriesare to be ordered separately.Permissible load: see PERI Design Tables.

L

52

120

UU10

0

U14

0U

160

50

54 123

==

700 700 700 700

50

50

115 273

020620105401020330020600

0,5612,210

12,1006,740

AccessoriesSpacer for Platform Beam BRCrane Eye BR 2.5 tFolding Bearing Plate 25Gravity Pivot Plate BR

020620 0,561 Spacer por Platform Beam BRFor Platform Beam BR.

Complete with1 x 710226 Hex. Bolt ISO 4014 M20 x 90-8.8, galv.1 x 781053 Nut ISO 7042 M20-8, galv.NoteSpacing; maximum 700 mm.Number according to length of the Platform Beam.Spanner size SW 30.

52

M 20x90SW 30

105401 2,210 Crane Eye BR 2.5 tAs attachment point for moving climbing systemsor Platform Beam BR.

Technical dataLoad-bearing point: laod capacity 2.5 t.

245

135

100 75

15Ø60

020620 0,561AccessoriesSpacer for Platform Beam BR

45

Item no. Weight kg


020600 6,740 Gravity Pivot Plate BRFor supporting the Platform Beam BR in wallbox-outs. 2 pieces per platform beam.

Complete with1 x 781053 Nut ISO 7042 M20-8, galv.1 x 710226 Hex. Bolt ISO 4014 M20 x 90-8.8, galv.NoteSpanner size SW 30.Technical dataPermissible load: see PERI product information

437

130 237

75 125

8065

7045 52

48

SW 30

M 20x90

108162 1,610AccessoriesBearing Box BR

108162 1,610 Bearing Box BRTo create wall box-outs for supporting with theGravity Pivot Plate.

140

170 21

0

70

30° M 24

029270 0,331AccessoriesAdvancing Bolt M24, galv.

020330 12,100 Folding Bearing Plate 25For supporting the Platform Beam BR with theAnchor System M24. 2 pieces per platform beam.

Technical dataPermissible load 25.0 kN.

234

258

291 35

0

50

140

162

25


46

Item no. Weight kg


024070 0,460 Hook Strap HB 24-100/120, galv.For mounting GT 24 Girders to Steel Walers SRZand SRU, Profile U100 - U 120.

152 (U 100) 82

M 8x70

162 (U 120)

024080 0,676 Hook Strap HB 24-140/160, galv.For mounting GT 24 Girders to Steel Walers SRZand SRU, Profile U140 - U 160.

030740030050030150

1,5500,0000,420

Tie Rod B 15Tie Rod B 15 special lengthCutting Costs DW 15, B 15Tie Rod B 15 l = 0.30 m

NoteWeldable! Observe construction approval!Technical dataPermissible load 85 kN.

B 15

030370 1,560 Wingnut Pivot Plate DW 15, galv.With articulated, captive nut. Maximum angle ofinclination of the anchors 8°.

Technical dataPermissible load 90 kN.

117

Ø10

110

72

030070 0,222 Hex. Nut DW 15 SW 30/50, galv.For anchoring with Tie Rod DW 15.

NoteSpanner size SW 30.Technical dataPermissible load 90 kN.

50

SW 30

DW 15

47

Item no. Weight kg


026230 1,010 Anchor Sleeve M24For anchoring of platform systems.

NotePermissible load: see Product information.

68

100

1208

15

12

31Ø

DW 20

026240026250

0,0130,005

AccessoriesCone for Anchor Sleeve M24Plug Ø 26 mm for Anchor Sleeve M24

026240 0,013 Cone for Anchor Sleeve M24Results in a concrete covering of 24 mm.

50

39

24

Ø31

026250 0,005 Plug Ø 26 mm for Anchor Sleeve M24For closing Cones for Anchor Sleeve M24.

2726

Ø

23Ø

026430 0,334 Hex. Bolt ISO 4014 M24 x 70-10.9High strength bolt for anchoring climbing systems.


70

M24

SW 36

48

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5m

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rt.-N

r.: 7

9018

7 ©

Cop

yrig

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ER

I Gm

bH

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Climbing Scaffold CB 240, CB 160