05.10 kg180, kgf240_ex_72dpi

Designed for safetyon high structures.

Climbing scaffoldsKGF 240 and KGF 180

pro

du

ct r

ang

e 5.

10

Edition 05/2002

PERI GmbHPostfach 12 6489259 WeissenhornTel.: 0 73 09 / 9 50 -0Fax: 0 73 09 / 9 51 [email protected]

Other PERI climbing formworkand platform systems:

- CB 240 and CB 160climbing scaffolds

- SKSF 240 and SKS 180Dam climbing formwork

- FB 180Folding platform

- ASG 160Working and protection scaffold

- ACSSelf-climbing formwork

Important notes:

Our products are to be used in accordancewith the relevant national and Europeansafety regulations.

The illustrations in this brochure are pho-tographs of real site situations. Safety orformwork anchor details are therefore notto be taken as a definitive guide to theway the equipment is to be used.

Safety precautions and allowable loadsare to be strictly observed. Separatestructural calculations are required for anydeviations from the standard design data.

The information contained herein issubject to technical change in the interestsof progress.

1 PERI Formwork Engineering

ContentsKGF 240 and KG 180Safety at any height 2-3

Economical with all projects 4-5

Examples of executed projects 6-7

The offset climbing scaffold bracketswith the non-trip platform 8-9

Load calculations and climbingcycle sequences 10-11

Safety system parts 12-13

Scaffold anchoring 14-15

Measurements for scaffoldanchoring points 16-17

Application details for shaft platforms 18

Tables for shaft platforms 19

Loadings for climbing scaffolds 20

Tables for KG 240 21-23

Tables for KG 180 24-25

Range of parts 26-45

PERI international 48-49

Page


KGF 240fahrbar

203,

3020

3,30

20

KGF 240 and KG 180 provide safetyand flexibility at any height andcan be adjusted to any buildingshape. Crane time is saved whentransporting the units because ofthe fixed connection to the formwork.

KGF 240 and KG 180 climbing scaffoldsSafety at any height

The external unit with 3.60 m high formworksaves forming the slab edge, which reducesthe hourly rate.Climbing and travelling formwork is noluxury but a necessity for fast and safe workon high buildings.

24 storey, 95 m high office buildingin Berlin. Formed with travellingKGF 240 and TRIO panel formwork.

KGF 240traveling


6,58

Bayerische Vereinsbank Frankfurt.KGF 240 a working and safety scaffold.

Football stadium, USATRIO 330 on KGF 240Brackets, max h = 6.58 m.


Administration building in Berlin.Formed with TRIO and travelling KGF 240.

KGF 240 and KG 180Economical on all projects

TRIO on KGF 240transported as aunit in one crane lift.

45 m high lift shafts and staircase.


2,65

2,98

2,2024 2424

44 m high staircase for an industrial plant.Carried out with a structured concrete surface.Formed with VARIO GT 24 and travelling KGF 240.Internal formwork on BR platform beams.

The external formwork iswithdrawn 750 mm on thecarriage of the KGF 240.Reinforcement and blockoutsare safely fixed in theprotection of the formwork.


Up to 49 m high circular bridge pier. VARIO GT 24with special SRZ waling on travelling KGF 240.

KGF 240 and KG 180Examples of executed projects

Television tower in Madrid, Spainwith KGF 240 climbing formwork.


X

Circular silos of 20 m diameter and 72 m in height. VARIO GT 24formwork with timber wedges between the GT 24 girders andthe steel waling. Travelling KGF 240 outside and KG 180 inside.

Tower of 14 m diameter and 23 m highfor a furnishing company. Formed withRUNDFLEX on KG 240 brackets.

Detail XScaffold anchoring

Detail foot

Special WGS Wallscaffold hingeright or left

WGS Wall scaffoldhinge Item no. 026110

Platform beam

Padding timberas plan

The outer KGF 240 brackets must bearranged parallel so that the formworkcan travel.


■

0,75 m

ca. 1,00 m

The KG 180 and KGF 240 offsetclimbing scaffold bracketsbridge over obstructions, suchas reinforcement connectionsor corbels in the wall.

Ample work space for thefinishing platform is provided - thepost extensions of the bracket areset at distance of 1,00 m.

To avoid obstructions the finishingplatform can be adjusted in 100 mmstages.

KGF 240 and KG 180The offset climbing scaffold bracketswith non-trip scaffolding platforms

KGF 240:When the formwork iswithdrawn 750 mm, a safeworking environment tocarry out cleaning, fixingblockouts, reinforcementetc. is provided.With a permissible workingload of 500 kg/m2 even heavyloads, such as reinforcement,can be stored in this area.

The PERI KG climbing scaffold brackets areoffset and avoid projections in the wall.


■

■

≤ 1,43 ≤ 2,86 ≤ 1,43

max. 5,72

1,05

≤ 1,60 ≤ 3,20 ≤ 1,60

max. 6,40

0,92

≤ 1,60 ≤ 3,20 ≤ 1,60

max. 6,40≤ 1,43 ≤ 2,86 ≤ 1,43

max. 5,72

2,34

8x16

1,79

8x16

8x16

12x16

8x16

4x24

8x16

12x16

12x16

The platform lies on top of thePERI KG climbing scaffoldbracket giving two importantadvantages:

Non-trip scaffold platformwhich gives a high standard ofworking safety. The brackets andcantilevered beam lie below themain and finishing platforms.

Pre-assembly of the platforms:which is cost effective, saves timeand avoids tight spaces. Theassembly work can be carried outeasier and faster in the plant, yardor shop.

Plan of a KGF 240 working platform

Plan of KGF 240 finishing platform

The drawings are taken from parts of the TypeTests for KGF 240 and KG 180. Platforms with40 x 240 mm scaffold planks.

When the units are withdrawn750 mm, KGF 240 Formworkprovides a protected and safeworking environment.

Plan of a KG 180 working platform

Plan of KG 180 finishing platform

12 Space for carriage


min

. 2,2

0 m

70

Load calculationsand climbing cycle sequences

Table for easily calculating the loads

KGF 240 climbing cycle sequence

Warning:KGF 240 transporting units areonly to be transported withwithdrawn and fixed carriage.

Detail:ZAH/KG (Item no. 026160) connectionwith starting scaffold unit, 2nd cycle.

1st CyclePosition and install the leading anchoraccording to the chosen version and information(see Page 14) for the following scaffold.

2nd CycleSuspend the pre-assembled scaffolding uniton the anchor and, if necessary, secureagainst wind loads (see d etail above). Erectformwork unit on the scaffolding and adjust.

3rd CycleLoosen formwork anchor, withdraw formworkand fix leading anchor.

Climbing scaffold units (2 brackets) KG 180 KGF 240Starting scaffold consisting of:2 brackets incl. cantilevered beam, scaffold tubes,2 travelling brackets (KGF 240), 2 articulated joints,2 ZAH tension anchors and necessary accessories 360 kg 495 kg

Extension post 150 consisting of:2 Post extensions 150 and scaffold tubes 120 kg 131 kg

Extra finishing platform (alternative 1)Consisting of:2 cantilevered beams with stiffeners 85 kg 95 kg

Platform of timber (per lm) KG 180 KGF 240Working platform consisting of:40 mm scaffold boards, 3 timbers,3 handrail boards, 1 stiffening plankaccording to the type test 86 kg/m 95 kg/m

Finishing platform consisting of:40 mm scaffold boards, 2 timbers3 handrail boards, 1 stiffening plankaccording to the type test 49 kg/m 52 kg/m

Example:Traveling KGF 240,Formwork height 3.75 m, formwork width 3.50 m(alternative Ii with perm. b = 1.84 m, see also page 23)Finishing platform with 2 extension posts 150.

Load calculation:Formwork 3.75 x 3.50 x 60 kg/m/m2 = 788 kgStarting scaffold unit = 495 kgWeight of extension post 2 x 131 kg = 262 kgWeight of working platform 3.50 x 95 kg/m = 333 kgWeight of finishing platform 3.50 x 52 kg/m = 182 kg

Total load = 2060 kg

Note:The weight of the formwork can be set atapprox. 60 kg/m2. This includes the concretingscaffold, push-pull props and accessories. Anexact calculation may be necessary in individualor special cases because there could bedeviations from these assumptions.

Load assumption for timber: bulk density 600 kg/m3.


H212

X

4th CycleThe pre-assembled finishing platform is fixedto the scaffolding unit before suspending onthe next anchor.

5th CycleAfter suspending the complete unit (formworkwith scaffold unit) the lower wall scaffold hingeis taken off and the tension anchor fitted.

6th CycleClean the units. Fix reinforcement, closeformwork and concrete. The “normal cycle”starts here.

crane sling anglemax. 15°

Slip the crane sling throughthe TRIO 1.5 t crane hook(Item no. 023690) to secureagainst tipping

KGF 240 starting unittransported with TRIO

KGF 240 starting unit transportedwith VARIO GT 24

Place crane sling behind theVARIO steel waling to secureagainst tipping.

40 x 240 pressure plank

crane sling anglemax. 15°

TRIOcrane hook

Formula for calculating postextension of KG 180 and KG240.

X = concreting height H – 1.25 m


Parts list for necessary postextensions and ladder access

Concreting height h in m Up to Up to Up to Up to Up to Up to3.00 3.70 4.50 5.50 6.00 7.00

Height difference h1

of the platforms 3.53 4.24** 5.04 5.94** 6.54 7.75**Item no. Description Necessary post extension150 per bracket026075 Post extension

for KG 180 1 2 2 3 - -051420 Post extension

for KGF 240 1 2 2 3 3 4Item no. Description Material required for a ladder access051430 Access opening panel 1 1 1 1 1 1051420 220/6 ladder 1 1 1 1 1 1051410 180/6 ladder 1 1 2 2 3 3051450 Side protection 1 1 2 2 3 3103718 Ladder hook 2 - 2 - 2 -051460 Ladder foot 1 1 1 1 1 1Timber under ladder foot 40mm* 60mm* - - - -Total weight in kg 94.7 94.3 129.0 127.7 165.0 163.7

The ladders are suspended on the upperend of the Access opening panel and setdown on the finishing platform. The sideprotection is fixed to the ladder later.

* The ladder foot is to be supported where necessary.** The lower cantilever beam is to be arranged to fit on the post extension.

Safety system parts forPERI climbing scaffolds

Access opening panel

Side protection

220/6 ladder

Ladder hook

180/6 ladder

Ladder foot

When using alternative I (with 2 cantilevered beamsper bracket unit) a horizontal stiffening is to be fittedbetween the upper cantilevered beams. In this case aladder is to be fixed through this stiffening.

Hei

gh

t d

iffe

ren

ce h

1C

on

cret

ing

hei

gh

t h

Detail of upper finishing platform (alternative I)

KGF 240 Alternative II

Stiffening plank

Side protection

Ladder


min. 10 min. 10

75

60

15 15

12

Forming theside protection

Safety warning:

The safety regulations of each country are to be observed.Suitable measures for protection against falling objects andpersonnel falling off the scaffold are to be taken by thecontractor.

End handrail postItem no. 051610

KG 125 handrail postItem no. 026120

Side protectionboard 40 x 120 mm

Side protection boards40 x 120 mm

Toeboard 40 x 120 mm

Wood screws6x80 DIN 571

Hole for GT 24 girderas platform bearer

Toeboard min.40 x 160 mm becauseof opening for push-pull prop on bracket

Platform bearer

KG 240 bracket

Access opening

Sliding hatchcover fitted

After fitting thesliding hatch cover,refix the cut boardsproperly

Screws forfixing ladder

KG 240 bracketwith carriage

Arrangement of the sliding hatchcover as for the KGF 240


150

min. 185

152

150

min. 185

152

Scaffold anchoring,safety in the details

Erection tip:If an M 24 anchor positioning isused (Page 15), the anchor partsmust be additionally fixed withbinding wire to the reinforcementto avoid any unintentionalloosening during concreting.

KG suspensionWGS wall scaffold hinge

BR suspensionFolding bearer plate 25

Example: climbing cone 2with threaded anchor plate 15

Warning:Bolts for the scaffold suspensionare high tensile bolts to ISO4014-10.9. No other bolts maybe used.

1. M24/DW 20 screw-on coneand threaded anchor plate 20

Hex bolts ISO 4014 M24 x 70-10.9

3. PERI M 24 bolt anchor sleeve


2. 2 M24/DW 15 climbing cone,DW 15 tie rod and threadedanchor plate 15



With drilling of the fomwork lining whenusing the M 24 advancing bolt

Shown with the VARIO GT 24 girder formwork

1. Advancing bolt when erecting

Position the advancing bolt.Drill the formwork lining, 25 mm diam.Fix the anchor parts to the appropriateversion selected (see Page 14)

2. Fix the scaffold hinge

Remove the advancing bolt.

Withdraw the formwork.

Bolt on the wall scaffold hinge orfolding bearer plate 25 with hex bolts(see Page 14).

Without drilling the formwork lining whenusing the M 24 advancing bolt

Shown with the TRIO panel formwork

1. Advancing bolt when erecting

Position the M 24 anchor positioningplate.

Fix with 4 nails (31 x 70) on theplywood.

Fix the anchor parts to the appropriateversion selected (see Page 14).

2. Fix the scaffold hinge

Loosen the formwork from theconcrete and withdraw.

The anchor positioning plate remainson the cone or bolt anchor sleeve.Screw off the anchor positioning platewith a 12mm Allen key.Screw on the wall scaffold hinge orfolding bearer plate 25 with a hex bolt(see Page 14).

The fast working sequencefor scaffold anchor points

3. Suspend the scaffolding

Lower the climbing bracket into thehinge and immediately fix withsecuring bolts.

4. Fix the ZAH anchor chain

Loosen the hex bolt with an SW 36socket wrench and remove the wallscaffold hinge. Bolt on the anchorchain with hex bolts.

5. Recovering the anchor parts

Unscrew the hex bolt on the anchorchain and the climbing cone fromthe finishing platform with the SW36 socket wrench.

Close the anchor holes.

Elevation x

Elevation x

Securing bolts


KGF 240

50 50

KG 180

50 40

28 140

KG 240

50 40

28 120 KG 180

160

160

Measurements for thescaffold anchoring points

The PERI wall scaffold hinge(for KGF 240, KG 180 and KG 130)provides the advantage that thereis sufficient play for fast erection.Because of this the crane is freeagain immediately after erection.

Warning:The timber sizes are for standardcases which have been proved bythe testing authorities(Test Certificate no. P 31-162/96).Deviations from this require aspecial static proof.

Design sizes for KGF 240with carriageShown with VARIO GT 24

Design sizes for KG 180with articulated shoeShown with VARIO GT 24

KG 240 as working scaffold KG 180 as working scaffold

If alternative sizes of planks ortimbers are used, the anchoringsizes are to be adjustedappropriately .

Design size A 70 70

Min A 58 63.5

Max A 84 89.5

Concrete joint

Articulated joint 24

Carriage

Anchor axis(scaffold suspension) WGS wall scaffold hinge

Des

ign

siz

e A

Concrete joint Articulated joint 24

Anchor axis(scaffold suspension) WGS wall scaffold hinge

Des

ign

siz

e A

Timber h = 160

KG articulated shoe

Anchor axis(scaffold suspension)

Tim

ber

= 3

60

GT

24

= 44

0

Timber =160GT 24 =240

Anchor axis(scaffold suspension)

Tim

ber

= 3

40

GT

24

= 42

0

Timber=160GT 24 =240

Sizes in mm VARIO GT 24 TRIO

Design size A 70 70

Min A 55.5 61

Max A 81.5 87

Sizes in mm VARIO GT 24 TRIO


60

106

4015

201

55

KG 180

233 233

KG 180

24010

15

min. 350

6937 37 30

220

50

Application of the KG articulated shoe(Item no. 027150)

With VARIO GT 24 With TRIO Section

The KG 130 climbing scaffoldcan also be pre-assembled andtransported as a unit.

Scaffold planks to DIN 4420

80 x 160 or120 x 160

Pressure plateArticulated joint

80 x 160 or120 x 160

1 x articulated shoeItem no. 027150

2 x hex boltsM16 x 280Item no. 103740

1 x articulated jointpressure plateItem no. 102988

2 x plate forarticulated shoeItem no. 027160

perm. Q =11.0 kN

Safety Warning:Erected formwork may not besupported against the KG 130climbing scaffold.The max. live load is 300 kg/m2

(scaffold group 4 to DIN 4420).

Instead of morticing the front platform beam, theother platform beams can be padded 15 mm.

KG articulated shoe

KG 130bracket

Scaffold tube48.3 x 4.05Item no. 026410

Standard couplingNK 1 48/48Item no. 017020

Swivel couplingDK 1 48/48Item no. 017010


80

210

140

100

160

40

50

70

365

120

40

100

160

40

50

70

60

25

120

1010

max. 120*

Two efficient methods of supportingthe PERI shaft platforms:

1. With PERI 25 folding bearer plates

For example when there is heavy reinforcement orfair-face concrete in shafts. Depending on concretestrength permissible loading is up to 25 kN.

2. With PERI gravity pivot plates

For example when the blockouts do not have to bemade good. Permissible loading up to 38 kN dependingon concrete strength. The advantage is all parts canbe re-used.

Fixing the platform beams:

When using GT 24 girders:

HB 24-100/120 hook strapFor U 100 / U 120 steel sectionsHB 24-140/160 hook strapFor U 140 / U 160 steel sections

When using timbers:

HB hook strapfor U 100 / U 120 steel sections

Application detailsfor PERI shaft platforms

Warning:If different sizes of planks or tim-bers are used, or Beams largerthan U 100 are used, the designsizes must be appropriatelyadjusted.

max. 100 mm timber

20 mm hole

*Warning:The gravity pivot plate will not functionproperly if the size of 120 mm is exceeded.

Reusable BR blockout boxes, Item no. 020630, see Page 45.

Hole for crane slingsHole for crane slings

19

Span LS [m]

2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50

3.00 100 100 100 100 120 120 140 1401.00 4.00 100 100 100 100 120 140 140 160

5.00 100 100 100 120 120 140 140 1606.00 100 100 100 120 120 140 160 160

3.00 100 100 100 100 120 140 140 1601.50 4.00 100 100 100 120 120 140 160 160

5.00 100 100 100 120 140 140 160 1606.00 100 100 100 120 140 140 160 180

3.00 100 100 100 120 120 140 160 1602.00 4.00 100 100 100 120 140 140 160 180

5.00 100 100 100 120 140 140 160 1806.00 100 100 120 120 140 160 160 180

3.00 100 100 100 120 140 140 160 1802.50 4.00 100 100 120 120 140 160 160 180

5.00 100 100 120 120 140 160 160 1806.00 100 100 120 140 140 160 180 180

3.00 100 100 120 120 140 160 160 1803.00 4.00 100 100 120 120 140 160 160 180

5.00 100 100 120 140 140 160 1806.00 100 100 120 140 160 160 180

3.00 100 100 120 120 140 160 160 1803.50 4.00 100 100 120 140 140 160 180 180

5.00 100 100 120 140 160 160 1806.00 100 120 120 140 160 160 180

Perm. Formworkloaded height

width [m] HS [m]

Platform Beams BRU-profil sections

(calculations based on platform edge beam)

Design loads:

Platform= 0.65 kN/m2

(boarding, timbers,platform beam)

Formwork= 0.60 kN/m2

Live load= 1.00 kN/m2

Actual supportload ≤ 25 kN

(use folding bearing bracket25 or gravity pivot plate)

Actual supportload ≥ 25 kN

Use of the PERI gravity pivotplate only.For required concretestrength see table below.

Span Ls

Form

wo

rk h

eig

ht H

s

Size of channel required

Concrete strength perm. A[N/mm2] [kN]

≥10,0 27,7

≥13,7 38,0

Permissible bearing loadA [kN] when using thegravity pivot plates

=

=

PERI Formwork Engineering


p2 p2

p3 p3p3

p1 p2

p5p5 p5

p4p4p4

The normal uses according tothe valid standards are takeninto account in the type testsof the PERI travelling KGF 240and KG 180.

KGF 240 working position KG 180

KGF 240 and KG 180Load assumptions for construction sitesand wind loads to DIN

Wind load

Height above Wind pressure ground q

0-20 m 0.8 kN/m2

20-100 m 1.1 kN/m2

über 100 m 1.3 kN/m2

KGF 240 concreting position

The wind loads result from w = cw x q wherecw = 1.3 (aerodynamic force correction value).Reduced wind loads are used when moving theformwork according to DIN 4421, section 6.3.2.2.

The maximum wind load istaken into account according toDIN 1055 for the following cases:

Formworkweight0.6 kN/m2

Wind load


Wind load


* When the stiffening levelis carried out as a completeupper finishing platform(see , alternative 1for KGF 240, and Page 24alternative 1 for KG 180).

Live loads (kN/m2)

Working platform KGF 240 KG 180

Concreting position p1 = p2 3.0 p2 1.5

Working position p1 5.0 p2 1.5p2 3.0

Lower finishing platform p3 1.0 p3 1.5

Concreting scaffold p4 1.0 p4 1.5

Upper finishing platform p5* 1.0 p5* 1.5

21

ZA=

55,4

kN

QA= 38,9 kN


Sh

ear

forc

e Q

A [

kN]

Tension force ZA [kN]

ZA

QA

QA

KGF 240, KG 180Permissible anchor loads

Allowable combined shearQA and tension ZA forces

Concrete strength:Cube strength βW when the loadis imposed by mounting theclimbing bracket

Permissible anchor loadsFor wall scaffold bracket with climbing cone 2 M24/DW15 or bolt cone M24/DW20

The proof of the tension force ZA in the concrete mustbe provided separately according to local conditions.

Climbing cone

fc= 5 N/mm2

Bolt of thewall scaffoldbracket

DYWIDAGDW 15

fc= 10 N/mm2

fc= 15 N/mm2

fc= 20 N/mm2

40

20

60

80

200 40 60 100

100

0

70

50

30

10

90

10 30 50 70 80 90

Example:Existing tension force ZA = 55,4 kNPerm. shear force QA = 38,9 kNNecessary concretestrength βW = ca. 12 N/mm2

(fc is the cube strength βW accordingto DIN 1045)

The charts are taken from the Type Inspection,Inspection Certificate P31 - 162/86. They mayonly be used in conformity with these.

22

{ {

40.2


The charts are taken from the Type Inspection of theState Structural Inspectorate, Düsseldorf (InspectionCertificate P31 - 162/86). They may only be used inconformity with the provisions of this Type Inspection.

H < 20 m

H < 100 m

H > 100 m

Tension anchorage – at the level of the top finishing platform, with kicker only: ZB ≤ 25.8 kN– at the level of the bottom finishing

platform: ZB ≤ 9.4 kN

Application example:

Utilisation height: H = 40 m < 100 mPour height: hB = 4.75 mBracket width of infl.: b = 2.25 m

from chart: bperm. = 2.56 m > 2.25 m

Reaction forces on the wall scaffolding hinge:Actual QA = 2.54 + 2.25 x (0.6 x 4.75 + 13.3) = 38.9 kN

Actual ZA = 63.0 x = 55.4 kN

Contact force on the finishing platform

Actual DB = 47.5 x = 41.8 kN

Tension anchorage: actual ZB ≤ 9.4 kN

Variableor standardpostextension

~ 2.0 m

≤ 0.

35 m

hB

hB

hB

hB

appr

ox.

0.40

m

üü

= o

verl

ap

ZA

QA

DB

ZB

hB [m]

5060 40 30 0

7.0

52.7

37.5

48.2

46.4

46.6

64.2

62.6

64.0

63.0

kN

53.0

kN

48.2

kN

47.5

kN

40.7

kN

39.2

kN

32.5

kN

45.5

47.2

2.18

2.56

m

2.87

m

2.40

4.75 m

4.95

3.75

4.24

5.305.05

5.75

2.64

2.01.0

50.0

kN

45.0

kN

43.0

kN

39.1

kN

34.7

kN

32.5

kN

0.99

m

1.17

m

1.67

m

ZA DB

6.0

5.0

4.0

3.0

ZA / DB [kN] bperm. [m]

b =width ofinfluenceper bracket

QA ≤ 2.54 + b x (0.6 hB + 13.3) [kN]

60.0

2.25

2.56

2.25

2.56

3.0

~

ü

Option 1, System: cantilevered girder on the climbingscaffold and on the finishing platform


KGF 240

H = utilisation heightabove ground

Complete upperfinishingplatform. (alternativelystiffening levelwith diagonalplanks)

23

{Option 2System: cantilevered girder on the finishing platform

The charts are taken from the Type Inspection of theState Structural Inspectorate, Düsseldorf (InspectionCertificate P31 - 162/86). They may only be used inconformity with the provisions of this Type Inspection.

H < 20 m

H < 100 m

H > 100 m

2030 10 0 0.5 2.01.0

ZA / DB [kN]

2.51.5


H =utilisationheight aboveground

≤ 0.

35 m

hB

hB

hB

hB

appr

ox. 0

.40

m

1.60

1.84

1.60

1.84

ü

ZA

QA

DB

ZB


hB [m]11,7

kN

11,5

kN

10,7

kN

0,61

m

ZA

DB 0,70

m

0,85

m

7,0

31,5

kN

26,5

kN

22,0

kN

19,0

kN

13,0

kN

2,47

m

2,87

m

3,75 m

6,0

5,0

4,0

3,0

1,84

m

2,67

m

2,0

QA ≤ 2,54 + b x (0,6 hB + 11,8) [kN]

Tension anchorage: -ZB ≤ 9.4 kN

bperm. [m]

b =width ofinfluence perbracket

ü =

ove

rlap


Utilisation height: H = 40 m < 100 mPour height: hB = 3.75 mBracket width of influence: b = 1.60 m



Actual ZA = 22.0 x = 19.1 kN

Contact force on the finishing platform

Actual DB = 13.0 x = 11.3 kN



KGF 240


KG 180

The charts are taken from the Type Inspection,Inspection Certificate II B 3 - 543 - 641. They mayonly be used in conformity with these.

Option 1Cantilevered beam on the bracket and the finishing platformWidth of influence perm. b and horizontal bearing reactions


Tension anchorage: - ZB ≤ 9.4 kN

Vertical bearing reaction on the traverse:QA = 2.9 + b x (0.6 hB + 9.2) [m; kN]

hB [m]

10 0 2.01.0


3.01.5 2.5 3.50.52030405060

5.0

b = width ofinfluence perbracket


Utilisation height: H < 20 mPour height: hB = 3.50 mBracket width of infl.: b = 1.60 m



Actual ZA = 39.5 x = 25.3 kN

Contact force on the finishing platform:

Actual DB = 32.0 x = 20.1 kN


1.60

2.55

1.60

2.55

≈ 2.0 m


≤ 0.

35 m

hB

hB

hB

hB

appr

ox. 0

.40

mü

ü =

ove

rlap

ZA

QA

DB

ZB

H < 20 m

H < 100 m

H > 100 m

39.5

kN

2.55

m

3.50 m

32.0

kN

DBZA

hB2

4.0

3.5

3.0

2.5

2.0

4.5

25PERI Formwork Engineering

KG 180

The charts are taken from the Type Inspection,Inspection Certificate II B 3 - 543 - 641. They mayonly be used in conformity with these.


Utilisation height: H < 20 mPour height: hB = 3.50 mBracket width of infl.: b = 1.60 m



Actual ZA = 15.0 x = 14.7 kN

Contact force on the finishing platform:

Actual DB = 8.0 x = 7.9 kN


1.60

1.63

1.60

1.63

Option 2Cantilevered beam on the finishing platformWidth of influence perm. b and horizontal bearing reactions


Tension anchorage: - ZB ≤ 9.9 kN

Vertical bearing reaction on the traverse:QA = 2.8 + b x (0.6 hB + 7.3) [m; kN]

hB [m]

10 0 2.01.0


3.01.5 2.5 3.50.52030405060

5.0

b = width ofinfluence perbracket


≤ 0.

35 m

hB

hB

hB

hB

üü

= o

verl

ap

ZA

QA

DB

ZB

hB2

H < 20 m

H < 100 m

H > 100 mDBZA

15.0

kN

1.63

m

3.50 m

8.0

kN

4.0

3.5

3.0

2.5

2.0

4.5

2.3

appr

ox. 0

.40

m

26

KGF 240 climbing scaffold

Push-pull prop connection:

VARIO GT 24With girder headpiece 24or wedge headpiece

or

TRIOWith brace connector 2

Push-pull prop

KG handrail post 125

AV Kicker brace

Articulated joint 24 orTRIO articulated joint

FW carriage

KG 240 bracket

Post extension 150 for KG 240

ZAH anchor chain

Lower cantilever beam KG 240

Upper cantilever beam KG 240(alternative I)

WGS wall scaffold hinge


27

KGF 180 climbing scaffold

Push-pull prop connection:

VARIO GT 24With girder headpiece 24or wedge headpiece

or

TRIOWith brace connector 2

Push-pull prop

KG 180 bracket

Post extension 150 for KG 180

ZAH anchor chain

Lower cantilever beam KG 180

AV 190 Kicker brace

Articulated joint 24 orTRIO articulated joint

Locating shoe for KG articulated joint

WGS wall scaffold hinge

KG handrail post 125

Upper cantilever beam KG 180(alternative I)


40

168

100

100

120 25

1

1024

335

223

168

34

374

261

160

1408

129235 81

117

100

7568

13

60

7040

48

1250

40

1097

x

38

35

17

22

ø17

Climbing Bracket KG 240 154,00 026055Complete with:KG 240 Bracket, KG 240 Cantilever Beamand KG 125 Handrail Post for ClimbingScaffold.

Carriage FW 36,30 027010Complete with:Wedge for continuously variable locking (1x)Pin Ø16x42 and Cotter Pin 4/1 (1x),Pin Ø16x65/86 and Cotter Pin 4/1 (1x).

Accessories:Ratchet Lever SW17 1,76 027100

Ratchet Lever SW17 1,76 027100For moving the Carriage FW.

KG Climbing Scaffold and Accessories

28

Weight kg Item no.

Scaffold board length 2340


View x

ø 16x65/86FS 4/1 ø 16x42

FS 4/1


13 x

100

= 1

300

41

150

1422

35

52

ø 13

150

190

250

100

192

977

1097

120

150

1204

41

128

52

100

8010

0

70

40

180 57

25

150

2120

140

20

190

x

y

110

415

2530

85

250

1

720

150

25

2079

2400

2320

1030

875

912 192 60

70

175

321

100

100

200

200

200

200

200

720

ø 50ø 50

235

IPE 140

IPE

20

0

IPE

20

0

IPE 120

Bracket KG 240 129,00 026050Complete with:Screw-on Coupling 48mm (2x),Pin Ø16x42 and Cotter Pin 4/1 (1x).

Post Extension 150 for KG 240 49,60 026085Complete with:Screw-on Coupling 48mm (2x),Pin Ø25x160 and Cotter Pin 5/1 (2x).

Post Extension KG 240 Special Length 27,50/m 026170Without Pin, Cotter Pin andScrew-on Coupling.

Cantilever Beam KG 240 17,70 026060Complete with:Hex. Bolt ISO 4017 M12x40-8.8, galv., MU (6x).


M 12x40

ø 25x160 FS 5/1

View y

View x

ø 16x42 FS 4/1

Weight kg Item no.

200

90

700

145

U 8

0

180

130 55

0

210

900

22

550

80

25

90230

240

190

min. 175 min. 175Articulated Joint 24 33,00 027030For use with PERI GT 24 Girder.Complete with:Plate for Articulated Joint (2x) withHex. Bolt ISO 4014 M 12x110-8.8, galv., andHex. Nut ISO 4032 M12-8, galv. (4x).Articulated Joint Connector (2x) withHex. Bolt ISO 4016 M 12x120-4.6, galv., MU (4x).Lifting Eye (1x).Pin Ø16x42 with Cotter Pin 4/1 (1x)

Load-bearing pointLoad Capacity Lifting Eye: 1500kg

Accessories:Geka-Spike Grid Ø 50mm (8x) 0,05 070090

Articulated Joint TRIO 25,10 027040For use with PERI TRIO Elements.Lifting Eye (1x),Pin Ø16x65/86 and Cotter Pin 4/1 (1x).

Load-bearing pointLoad Capacity Lifting Eye: 1500kg

Accessories:Alignment Coupler BFD, galv. (2x) 4,05 023500

30

Weight kg Item no.


TR 48x10

min

. 22

max

. 290

ø 16x65/86FS 4/1

TR 48x10

min

. 22

max

. 200

ø 16x42 FS 4/1

axis

GT

24

128

48

200

80

70

40

180 57

15

60

1770

150

395

120

x

y

600 740 207

7011

0

2510

250

85

172021

20

2079

200

321

200

200

200

200

720

150

190

175

20

ø 50 ø 50

235

1850

IPE 120

IPE

18

0

1250

40

962

40

38

Climbing Bracket KG 180 110,00 026035Complete with:KG 180 Bracket, KG 180 Cantilever Beam andKG 125 Handrail Post for Climbing Scaffold.

Bracket KG 180 90,70 026030Complete with:Screw-on Coupling 48mm (2x),Pin Ø16x42 and Cotter Pin 4/1 (1x).


Weight kg Item no.



ø 16x42FS 4/1

View y

View x

1422

13 x

100

= 1

300

190

150

41

150

35

48

65

80

ø 17

150

120

1110

1410

550

ø 9

50

50

1204

41

ø 13

IPE

18

0

962

100

140

845

192

250

90

IPE 10070

1853599

5

460

120

19065

Post Extension 150 for KG 180 44,20 026075Complete with:Screw-on Coupling 48mm (2x),Pin Ø25x160 and Cotter Pin 5/1 (2x).

Post Extension KG 180 Special Length 24,00/m 026140Without Pin, Cotter Pin andScrew-on Coupling 48mm.

Cantilever Beam KG 180 12,50 026040Complete with:Hex. Bolt ISO 4017 M 12x40-8.8, verz., MU (4x)

Handrail Post 125 KG 6,83 026120Complete with:Pin Ø16x65/86 and Cotter Pin 4/1 (1x).

Handrail Holder 9,81 035700Can be clamped to concrete slabs orformwork substructure up to 42cm deep.


ø 16x65/86FS 4/1

ø 25x160 FS 5/1

Weight kg Item no.

M 12 x 40

max

420 m

in 2

0

!

180

185

ø 25

90

145

115

6510 ø 35

ø 22

45

260

172

100

ø 26

100

6218

5749

106

14

100

50

17

5749

70

M 2

4

Wall Scaffold Hinge WGS 7,77 026110For KG 130, KG 180 and KG 240.Complete with:Captive Safety Pin.

Accessories:Hex. Bolt ISO 4014 M 24x70-10.9 0,33 026430For connecting to:Climbing Cone 2, M24/DW15, Item no. 031220Screw-on Cone M24/DW20, Item no. 030960Anchor Sleeve M 24, Item no. 026230

Anchor Chain ZAH 7,72 026100For KG 180 and KG 240.Complete with:Pin ø16x42 and Cotter Pin 4/1 (2x),Hex. Bolt M 12x40 MU DIN 601, galv. (4x)

Permiss. Tension Load: 25kNAccessories:Hex. Bolt ISO 4014 M 24x70-10.9 0,33 026430

Hex. Bolt ISO 4014 M 24x70-10.9 0,33 026430For connecting to:Climbing Cone 2, M24/DW15, Item no. 031220Screw-on Cone M24/DW20, Item no. 030960Anchor Sleeve M 24, Item no. 026230


ø 16x42 FS 4/1

ø 16x42 FS 4/1 M 12x40

Position for KG 180

max 1200 1098 bei KG 240

min 935 968 bei KG 180

Centre-line of chain

Weight kg Item no.

Important Safety Note: Onlyanchor the scaffold with componentsspecified by PERI for the purpose!

View of head plate

SW 36

166

60

26,5

55

ø 16,3

25 50

60

ø 17

130

250

7540

17

100

60

ø 17

100

120

27

47

110

100 20

106

15

ø 9

60

130

316

120

17

Connector ZAH/KG 0,47 026160For connecting the Tension Anchor to theKG 240 or KG 180 Bracket.

Accessories:Pin Ø 25x160, galv. 0,61 026200Cotter Pin 5/1, galv. 0,03 022230

Locating Shoe for Articulated Joint KG 3,62 027150

Accessoires:Pin Ø16x65/86 (1x) 0,20 018050Cotter Pin 4/1 (1x) 0,03 018060

Pressure Plate Articulated Joint 4,22 102988

Hex. Bolt ISO 4016M 16x280-4.6, verz. MU 0,48 103740

Counterplate for Locating Shoe 1,46 027160

34

Weight kg Item no.


67

10

ø 4

4

135

160

ø 2

5

ø 6,5

ø 2

4

88

110

ø 1

6

ø 5,5

ø 5

45

60

ø 1

6

ø 2

5ø

4 /

ø 5

65 ø 48

600

120

50

1120

100

1260

ø 17

50

8530

ø 26 80

ø 5

100

ø 9

ø 4

8

ø 17

200

35200

12

40

1300

238 240

118 230 250 240 240

80

ø 13 ø 9

Pin ø 25x160, galv. 0,61 026200For Post Extension KG 180 and KG 240,and Connector ZAH/KG.

Accessories:Cotter Pin 5/1, galv. 0,03 022230

Pin ø 16x65/86, galv. 0,20 018050


Pin ø 16x42, galv. 0,09 027170


Cotter Pin 5/1, galv. 0,03 022230For Pins ø25 to ø40mm.Cotter Pin 4/1, galv. 0,03 018060For Pins to ø25mm.

Bracket KG 130 37,50 026180With welded-on Handrail Post.Can also be moved as a complete platformunit, when two or more are combinedusing scaffold tube and Swivel Couplings.

Assembled formwork may notbe braced against the bracket.

35

Weight kg Item no.


!

25 400

253

x 29

8 =

894

238

220

2170

20 405 40

2013

0

1180

298

390

30

50 ø 13

960

9°

20 405 40

2013

0

50

80

8013

020

ø 13

1810

25

220

155

1960

5 x

298

= 14

9095

40025

294

79450

710

35532525

50

50

1500

(75

0)

36

Weight kg Item no.


Ladder 220/6 14,50 051420Complete with:Hex. Bolt ISO 4017 M 12x40-8.8, galv.with Spring Washer DIN 128 A 12, galv.and Hex. Nut ISO 4032 M12-8, galv.(4x).

Ladder 180/6 7,15 051410Complete with:Hex. Bolt ISO 4017 M 12x40-8.8, galv.with Spring Washer DIN 128 A 12, galv.and Hex. Nut ISO 4032 M12-8, galv.(4x).

Ladder Safety Cage 75, galv. 15,50 104132Ladder Safety Cage 150, galv. 25,20 051450Complete with:Hex. Bolt ISO 4017 M12x25-8.8, galv. (4x),Clamping plate (4x)

Weight kg Item no.

M 12x25

M 12x40

M 12x40

405

2510

0

210

50

53

130

40

13

5383

0

1140

550 60 40

5073

0

ø 9

6

340

80 80 80 80

4019

0

603080

10050

1270

440

440

50

ø 7

120

320

SW 19

ø 9

37

Weight kg Item no.


Ladder hook, galv. 0,68 103718Only for the lower ladder (2x)Complete with:Hex. Bolt ISO 4017 M 12x25-8.8, galv and.Hex. Nut ISO 4032 M 12-8, galv. (2x).

Ladder Base 2,36 051460For preventing the ladders sliding.

Sliding Hatch Cover 38,80 051430Complete with:Hex. Bolt ISO 4017 M 12x25-8.8, galv. (4x)with Spring Washer DIN 128 A 12, galv. (2x)and Hex. Nut ISO 4032 M12-8, galv. (4x).

Side Handrail Post 6,95 051610To be screwed to the end of the mainbeam for supporting end handrails.

Accessories:Lag Screw 6x80 DIN 571, galv. (5x) 0,01 051640

Weight kg Item no.

M 12x25

!

ø 4

9

M 2

4

150

60 6525

ø28

SW 36

70,4

70,4

ø28

ø 4

10025

50

125

ø 4

9

M 2

4

6

ø 8

0

60

ø 2

7

65

ø 3

2

ø 1

00

6

23,5

ø 3

6,2

52

ø 6

7,4

23,5

ø 4

0,3

52

ø 6

7,4

Screw-On Cone M 24/DW 20, galv. 1,03 030960Thread at formface is M 24.Thread at concrete side is DW 20.Permissible load see Type Test KGF.

KK Concrete Cone M24-67/52 scr. 0,26 031658For closing anchor points constructed withM24/DW20 screw-on cones.

In packs of 50

Accessories:5kg Pack of Sealing Compound 6,13 031554

Climbing Cone-2 M 24/DW 15, galv. 1,03 031220Thread at formface is M 24.Thread at concrete side is DW 15.Permissible load see Type Test KGF.

Accessories:Tie Rod DW 15 Special Length 1,44/m 030030Cutting Cost Tie Rod DW15 / B15 030050

KK Concrete Cone M24-67/52 0,27 031652For closing anchor points constructed withM24/DW15 climbing cones 2.

In packs of 50

Accessories:5kg Pack of Sealing Compound 6,13 031554

Threaded Anchor Plate DW 20 0,70 030860

Permissible load to DIN 18216: 150kNDep. on conc. strength, embedment depth.

Threaded Anchor Plate DW 15 0,60 030840

Permissible load to DIN 18216: 90kNDep. on conc. strength, embedment depth.

Anchoring KG Important Safety Note: Onlyanchor the scaffold with componentsspecified by PERI for the purpose!Weight kg Item no.

DW

20

SW 36

DW

15

DW

20

DW

15


!

53

70

100

20

ø 3

4

ø 6

0

40 ø 4,8

M 2

4

2,8

ø 4

2

ø 2

6

ø 2

9

ø 4

2

35

ø 2

6

ø 2

4

21

184 2

100152

ø 1080

ø 3

0

ø 3

5

120

12

8

45

60

65 80ø 7

ø 25

6

Bolt Anchor Sleeve M 24 1,03 026230Permissible Load *

Accessories:Cone for Bolt Anchor Sleeve M24 0,01 026240Plug ø 26mm Bolt Anchor Sleeve M24 0,005 026250

Cone for Bolt Anchor Sleeve M24 0,01 026240Concrete cover 24 mm

Plug for Bolt Anchor Sleeve M24 0,005 026250For closing the cone for the M 24 boltanchor sleeve.

Anchor Positioning M 24, galv. 0,22 026420For connecting the Bolt Anchor Sleeve M24or Screw On Cone or Climbing Cone-2 tothe plywood form face, when it cannot bedrilled.

Accessories:14mm Allen key, long 0,45 027212

Advancing Bolt M 24, galv. 0,30 029270For connecting the Bolt Anchor Sleeve M24or Screw On Cone or Climbing Cone-2 tothe plywood form face, when it can be drilled.

Anchor Positioning Plate 15, galv. 0,20 029280When using Advancing Bolt, galv.

Accessories:Coach Screw 6x20 DIN 571, galv. (4x) 0,005 029440

SW

19

Important Safety Note: Onlyanchor the scaffold with componentsspecified by PERI for the purpose!Weight kg Item no.

Cone for anchor bolt sleeve M 24

M 2

4

M24

* Since it is not possible to give a generally applicable figure forthe load for this sleeve, the permissible load must be worked outtaking into account the conditions under which it is to be used.


71

RSS I 1915

RSS II 2775

10

40ø 16

36

15

ø 16

ø 8

3

41 4434

1571

1048

ø 16ø 16

ø 7

0

980

134

40

ø 3

8

10

ø 16

40

Kicker Brace AV 5,20 028110Adjustable Length L=1.08-1.40mComplete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Permiss. tension and compr. force: 18kN

Push-Pull Props RSSRSS I L=2.05-2.94m 17,30 028010RSS II L=2.91-3.80m 21,70 028020

Push-Pull Prop RSS III 38,20 028030L=4.60-6.00m

RS, RSS Push-Pull Props and AccessoriesWeight kg Item no.

min 4600-max 6000


Extended length [m] 4.60 5.00 5.30 5.65 6.00

Permiss. tension andcompr. force [kN] 29 24 20 16 12





RSS I min 2050-max 2940

RSS II min 2910-max 3800

RS I min 1800-max 3000

RS II min 2500-max 4100

60 100

40

136 145

14

170

145

15

170

30

155

160 222

10441

100

24

1480

U100

U120

U140

27

27

48

Girder Headpiece 24, galv. 4,50 028050For fixing Push-Pull Propsand Kicker Braces to the GT 24 Girder.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Girder Headpiece 24/A, galv. 4,60 028070For fixing Push-Pull Propsand Kicker Braces to GT 24 Girder,when extended with Extension Splice 24.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Wedge Headpiece 2,10 028060For fixing Push-Pull Propsand Kicker Braces to Steel Walers SRZ.Profile U100, U120 and U140.Complete with:Pin ø 16x42 and Cotter Pin 4/1 (1x).

Accessories:Wedge K (1x) 0,34 024250

TRIO Prop Connector-2 3,30 023660For fixing Push-Pull Propsand Kicker Braces to TRIO panels.Complete with:Pin ø 16x42 and Cotter Pin 4/1.


Weight kg Item no.

min 40

max 100

min

52

max

100

ø 16x42FS 4/1

ø 16x42FS 4/1

ø 16x42FS 4/1

102

82 20

152 (U100)

162 (U120)172 (U140)182 (U160)

4515

2 (U

100)

162

(U12

0)

98 20

20

118

42

Screw-On coupling 48, galv. 0,85 017040With M 20x32 bolt welded on.

SW 30 or 19 spanner.

DK 48/48mm Swivel Coupling, galv. 1,22 017010

SW 19 spanner.

48.3x3.2 Scaffold Tube, galv. 3,55/m 026415Cutting costs for Scaffold Tube 026417

HB 24 Hook strap, galv.For fixing the GT 24 to the SRZ.

HB 24-100/120 0,61 024070For SRZ U100/U120HB 24-140/160 0,68 024080For SRZ U140/U160

Spare Bolts:M 8x70 MU DIN 603, galv. 0,04 024140

HB Hook straps, galv.For fixing timbers to the platform beam(max. timber width 100 mm)

HB 100/120 0,61 024110For BR sections U100/U120

Hex timber bolts, DIN 571, galv.SW 13 spanner.

M 6x20, galv. 0,005 029440M 6x80, galv. 0,014 051640M 8x60, galv. 0,023 024270M 8x80, galv. 0,027 024260

FH bolt, DIN 603 MU, galv.

M 6x180, galv. 0,06 051650M 8x 70, galv. 0,04 024140M 8x100, galv. 0,05 710240M 8x125, galv. 0,06 024360

Erection Accessories


Weight kg Item no.

M 8x70DIN 603

M 8x70DIN 603


Power Tools, Tools

Power-Screwdriver ASSE 636 2,10 072080Electric Power-Screwdriverwith reverse action.Voltage: 220VPower: 230WRev. per min.: 0-450/minVersion with 110 voltage upon request.

Accessories:Bit Holder for Screwdriver 0,40 072090Magnetic Holder 0,03 072120Depth Chuck for Screwdriver 0,11 072110Bit Point TX 30 0,005 072140

Magazin Screwdriver for TSS-Torx Screw.consists of:Power-Screwdriver DSSE 642 2,70 024920Magazine Adapter 3302 5,50 024930Adapter DSSE 642/3302 0,25 024940

Bit Point TX 30 0,005 072140Bit for TSS-Torx Screw.

Electric Power Wrench M 14, ASB 636 2,90 072150Electric Power-Wrenchwith reverse action.Voltage: 220VPower: 230WRev. per min.: 850/rpmSocket 1/2”Version with 110 voltage upon request.

Accessories:Extension 1/2” l= 250mm 0,34 072160Socket SW 13-1/2” l= 80mm 0,10 072170

Ratchet Wrench 1/2” 0,56 072180Length approx. 270mm

Extension 1/2" l= 250mm 0,34 072160

Socket SW 13-1/2" L= 80mm 0,10 072170

Allen Key 14mm, long 0,45 027212For unscrewing M24, M30 and M36anchor positioning studs.

90° Socket spanner SW 36 2,50 031480For tightening and loosening scaffoldM24/DW15 climbing cones or M24/DW20screw-on cones.Length approx. 500mm

Weight kg Item no.

43

130 237

70

ø 80

65

75

437

48

120 M 20x90

45 5280

125

70

120

60 115 300

25

700

30°

1010

120

352

70

115 300 700

54

100

–160

100

–16014

0

15

45

45

Platform Beam BR With gravity pivot plate With folding bearingAs main beam for shaft platforms. plate 25Permissible spans see PERI Tables.

Platform Beam BR U100 Special Length 21,80/m 020320Platform Beam BR U120 Special Length 28,00/m 020510Platform Beam BR U140 Special Length 32,80/m 020310Platform Beam BR U160 Special Length 38,60/m 020520

The listed Item No. is for thePlatform Beams only.Gravity Pivot Plate, Spacer BRand Crane Eyes BR are to be orderedseparately.

Accessories:BR Spacing (spacing ≤ 70mm) 0,59 020620BR Crane eye 0,4t (2x) or 2,44 020610BR Crane eye 2,5t (2x) 2,00 105401High Strength Joint Platform Beam,complete 15,17 020640

Gravity Pivot Plate BR 10,00 0206002 per Platform Beam.Complete with:Hex. Bolt ISO 4014 M 20x90-8.8, galv.with Spring Washer DIN 128 A 20, galv.and Hex. Nut ISO 4032 M 20-8, galv. (1x).

Perm. load: 38kN(when using BR profile U100)See PERI tables.

BR Shaft Platforms and Accessories


SW 30

Weight kg Item no.

L

L

54

29135

0

234

ø 25

50

163

60200

258

52

ø 50

100

3085 16

5

10

52

70

160

100

120

30°

120

140

140

M 24

M 20x90SW 30

M 20x90SW 30

52

210

100

45

116

62

M 20x90SW 30

Folding Bearing Plate 25 12,10 020330For supporting Platform Beams BR.Eliminates the need of wall box-outs.

Perm. load: 25kNSee PERI tables.Accessories:Hex. Bolt ISO 4014 M24x70-10.9 0,33 026430

Spacer for Platform Beam BR 0,59 020620Max. Spacing e =700mm.Number depends on length of Platform Beams.Complete with:Hex. Bolt ISO 4014 M 20x90-8.8, galv.,with Spring Washer DIN 128 A 20, galv.,and Hex. Nut ISO 4032 M 20-8, galv. (1x).

Crane Eye for Platform Beam BR 0,4t 2,44 0206102 per Platform Beam.Complete with:Hex. Bolt ISO 4014 M 20x90-8.8, galv.,with Spring Washer DIN 128 A 20, galv.,and Hex. Nut ISO 4032 M 20-8, galv. (2x).

Load-bearing pointPerm. Load: 400kg

BR Crane eye 2,5t 2,00 1054012 per Platform Beam.

Load-bearing pointPerm. Load: 2,5t

Accessories:Spacer for Platform Beam BR 0,59 020620

Block Out Box BR 1,31 020630Gives the required box-out in theconcrete when using Gravity Pivot Plates.


Weight kg Item no.

axis ofanchorage

VAKATSEITE

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

1

PERI S.A.S.Rue Nicéphore Nièpce77109 MeauxTel.: ++33 /1/ 64 35 24 40Fax: ++33 /1/ 64 35 24 [email protected]

PERI AGAspstraße 178472 OhringenTel.: ++41 /52/ 3 20 03 03Fax: ++41 /52/ 3 35 37 [email protected]

PERI S.A.Camino Malatones - km 0,528110 Algete / MadridTel.: ++34 /91/ 6 20 48 00Fax: ++34 /91/ 6 20 48 [email protected]

N.V. PERI S.A.IndustrieparkNijverheidstraat 6 PB 541840 LonderzeelTel.: ++32 /52/ 31 99 31Fax: ++32 /52/ 30 08 30

PERI B.V.v. Leeuwenhoekweg 23Postbus 3045480 AH-SchijndelTel.: ++31 /73/ 5 47 91 00Fax: ++31 /73/ 5 49 36 [email protected]

PERI Formwork Systems, Inc.Suite 2007272 Park Circle DriveHanover, MD 21076Tel.: ++1 /4 10/ 7 12-72 25Fax: ++1 /4 10/ 7 12-70 80www.peri-usa.com

PT BetonPerkasa WijaksanaP.O. Box 3737Jakarta 10210Tel.: ++62 /21/ 5 71 26 44Fax: ++62 /21/ 5 73 85 [email protected]

PERI S.p.A.Via G. Pascoli, 420060 Basiano (MI)Tel.: ++39 /02/ 9 50 78-1>Fax: ++39 /02/ 95 76 19 [email protected]

Hory Corporation11-17 Fuyuki, Kohtoh-KuIshima Bldg., 9FTokyo 135-0041Tel.: ++81 /3/ 38 20 88 71Fax: ++81 /3/ 56 21 70 [email protected]

PERI Ltd.Market Harborough RoadClifton upon DunsmoreRugby, CV23 OANTel.: ++44 /17 88/ 86 16 00Fax: ++44 /17 88/ 86 16 10www.peri.ltd.uk

PERI Kalip ve IskeleleriSan. Tic. Ltd. Sti.Cakmakli Köyü Karsısı MevkiiSanbir Bl. 4.Bölge 9.Cadde No: 133Büyükcekmece / IstanbulTel.: ++90 /2 12/ 8 86 74 01(02)-(09)Fax: ++90 /2 12/ 8 86 74 15www.peri.com.tr

PERI Kft.Zádor u. 4.1181 BudapestTel.: ++36 /1/ 2-960 920Fax: ++36 /1/ 2-960 [email protected]

PERI-HORY MALAYSIAFormwork SDN. BHD.Unit19-07-4, Level 7Damansara HeightsPlaza Kelanamas,19 Jalan Dungun50490 Kuala LumpurTel.: ++60 /3/ 20 93 68 23Fax: ++60 /3/ 20 92 58 [email protected]

PERI-HORY ASIAFormwork Pte. Ltd.No. 1 Sims Lane # 06-10Singapore 387355Tel.: ++65 / 67 44 29 89Fax: ++65 / 67 44 36 [email protected]

PERI Ges.mbHIndustriegelände 152Postfach 13131 GetzersdorfTel.: ++43 /27 83/ 41 19Fax: ++43 /27 83/ 41 [email protected]

PERI spol. s r.o.P.O. Box 3252 42 Jesenice / PrahyTel.: ++420 /2/ 41 09 03 11Fax: ++420 /2/ 41 09 03 [email protected]

PERI DANMARK A/SFabriksparken 522600 GlostrupTel.: ++45 /43/ 45 36 27Fax: ++45 /43/ 45 36 [email protected]

PERI Suomi Ltd. OyPeriäistentie 6105200 RajamäkiTel.: ++358 /9/ 27 66 06-0Fax: ++358 /9/ 27 66 [email protected]

RADIUS OplateII Maksimirsko naselje 1/610000 ZagrebTel.: ++385 /1/ 2 30 42 66Fax: ++385 /1/ 2 30 42 66

PERI NORGE ASIndustriegata 113400 LierTel.: ++47 /32/ 24 17 00Fax: ++47 /32/ 24 17 [email protected]

PERI Sp.z o.o.ul. Stołeczna 6205-860 PłochocinTel.: ++48 /22/ 7 21 74 00Fax: ++48 /22/ 7 21 74 01 [email protected]

PERIform SVERIGE ABKällängsvägen 5Box 500614105 HuddingeTel.: ++46 /8/ 4 49 46 60Fax: ++46 /8/ 97 21 [email protected]

PERI (Korea) Ltd.Korea Road SafetyAuthority Bldg., 9. Fl.300-11,Yomgok-dong,Seocho-ku,Seoul 137-170Tel.: ++82 /2/ 34 60 18 00Fax: ++82 /2/ 5 57 53 [email protected]

PERIcofragens Lda.Largo da Lagoa, 14-A2795 Linda-a-VelhaTel.: ++351 /21/ 4 14 62 30Fax: ++351 /21/ 4 14 32 75

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PERI GmbHRudolf-Diesel-Strasse89264 WeissenhornPhone 07309/950-0Telefax 07309/[email protected]

France

Switzerland

Spain

Belgium/Luxemburg

Netherlands

USA

Indonesia

Italy

Japan

United Kingdom

Turkey

Hungary

Malaysia

Singapore

Austria

Czech Republic

Denmark

Finland

Croatia

Norway

Poland

Sweden

Korea

Portugal

PERI International

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PERI (Romania) SRLC.P. 68Bucuresti DN1km 20 + 150m - ILFOVBalotesti / BucurestiTel.: ++40 /1/ 2 66 24 19Fax: ++40 /1/ 2 66 24 20

Goran Opaliã s. p.technologije in storitveObrežna 1372000 MariborTel.: ++386 /2/ 4 21 52 40Fax: ++386 /2/ 4 21 52 41

PERI spol. s r.o.Vajnorská 135831 04 BratislavaTel.: ++421 /2/ 4 92 09-1 11Fax: ++421 /2/ 4 92 09-1 [email protected]

PERI Australia Pty. Ltd.116 Glendenning RoadGlendenning NSW 2761Tel.: ++61 /2/ 88 05 23 00Fax: ++61 /2/ 96 75 72 77www.periaus.com.au

B-Erivorm ASKalmistu tee 2211216 TallinnTel.: ++372 /6/ 77 11 00Fax: ++372 /6/ 77 11 22

PERI S.ARuta Nacional No. 9, km 47,5(Panamericana Ramal Escobar)(1625) Escobar / Prov. Bs. As.Tel.: ++54 /34 88/ 42 81 00Fax: ++54 /34 88/ 42 30 [email protected]

PERI Formas eEscoramentos Ltda.Passagem Abaré, 1.50206300-000 CarapicuíbaSão PauloTel.: ++55 /11/ 41 86 10 41Fax: ++55 /11/ 41 86 10 [email protected]

PERI Chile Ltda.C /José de San Martin 104Parque Industrial Los LibertadoresColina, Santiago de ChileTel.: ++56 /2/ 4 44 60 00Fax: ++56 /2/ 4 44 60 [email protected]

PERI GmbHRegional Headquarter4-B Sycamore Center,Alabang-Zapote RoadCorner Buencamino Street,Alabang MuntinlupaMetro ManilaTel.: ++63 /2/ 8 09 34-01 (02) (03)Fax: ++63 /2/ 8 09 17 [email protected]

PERI BULGARIA EOOD9-11; Gebedje Str.1612 Sofia / BulgariaTel.: ++3 59 /2/ 9 15 19 55Fax: ++3 59 /2/ 9 15 19 66

Merkur HFSkutuvogi 12a104 ReykjavikTel.: ++354 / 5 68 10 44Fax: ++354 / 5 68 99 58

PERI Kalip ve IskeleleriAlmaty Branch OfficeFurmanova Straße, 65Büro 412 Corner Makataeva480004, Alma AtaTel.: ++7 /32 72/ 33 00 72Fax: ++7 /32 72/ 33 91 [email protected]

PERI GmbHKrasnopresnenskajaNaberezhnaja 12Hotel Mezhdunarodnaja 2Nr. 1312123610 MoskauTel.: ++7 / 0 95/ 2 58 23 49Fax: ++7/ 0 95/ 2 58 23 [email protected]

PERI Wiehahn (Pty.) Ltd.P.O. Box 2668Bellville 7535Tel.: ++27 /21/ 9 05 18 15Fax: ++27 /21/ 9 05 47 [email protected]

TOW PERI Ukraina23, M. Raskowoj Str.02002 KiewTel.: ++380 /44/ 2 38 83 57Fax: ++380 /44/ 5 17 54 88

PERI GmbHEgypt Branch Office24 A, Obour Gardens,4th floor, apt. #1Salah Salem Street11361 Heliopolis / KairoTel.: ++20 /2/ 4 04 85 24/26Fax: ++20 /2/ 4 04 57 [email protected]

PERI GmbHTina Ujevica 811060 BelgradTel.: ++381 /11/ 12 24 [email protected]

PERI Hellas Ltd.Leof. Messogion 317& Lokridos152 31 Chalandri / AthenTel.: ++30 /10/ 6 72 91 21Fax: ++30 /10/ 6 72 91 [email protected]

VIA TEH Ltd.Matisa 49-31009 RigaTel.: ++371 / 7 61 60 32Fax: ++371 / 7 61 40 44www.peri.lv

PERI (L.L.C.)Brashy Plaza, Office No. 212Shk. Zayed RoadP.O. Box 27933DubaiTel.: ++971 /4/ 3 39 44 94Fax: ++971 /4/ 3 39 44 [email protected]

PERI Formwork System, Inc.63 B Progress CourtBrampton, L6S 5X2OntarioTel.: ++1 /9 05/ 7 92 80 00Fax: ++1 /9 05/ 7 92 99 42www.peri.ca

PERI GmbHLebanon Representative OfficeAYA Center, 7th floorP.O. Box 90416Antelias / BeirutTel.: ++961 /1/ 24 33 65Fax: ++961 /1/ 24 33 [email protected]

AB IMSASBuivydiskiu Street 222010 VilniusTel.: ++370 /2/ 42 81 00Fax: ++370 /2/ 42 81 02

PERI S.A.Route de Rabat, km. 5Piste de Beni TouzineTangerTel.: ++212 /39 31 75 48Fax: ++212 /39 31 75 49

PERI FormworkEngineering Ltd.16 Moshe Dayan st.P.O. Box 10202Kiriat AriePetach Tikva 49002Tel.: ++972 /3/ 9 24 93 32Fax: ++972 /3/ 9 24 93 [email protected]

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Slovenia

Slovakia

Australia

Estonia

Argentina

Brazil

Chile

Philippines

Bulgaria

Iceland

Kazakhstan

Russian Federation

South Africa

UkraineT

Egypt

Jugoslavia

Greece

Latvia

United Arab Emirates

Canada

Lebanon

Lithuania

Morocco

Israel

Scaffolding

UP T 70 / T 100Frame scaffolding

UP RosettModular scaffolding

UP RosettShoring

Further Systems

ELPOS, Software forformwork planning

PlywoodSite equipmentBrace framesFormwork accessoriesCustom forms

The PERI Delivery Program

Climbing Formwork

KG and CBClimbing systems

ACSSelf climbing formwork

SKS and SSCSingle sided climbingformwork

Shoring SystemsST 100Stacking tower

HD 200Heavy duty prop

PERI MULTIPROPThe Alu prop

PERI PEP PropPEP = PERI EURO-PROP

Girder Wall Formwork

VARIO GT 24Wall, column formwork

RUNDFLEX and GRVCircular formwork

FTFFacade formwork

Panel FormworkTRIO, TRIO-L, TRIO 330Versatile panel systemHOUSINGREPLIABLEDOMINOLight weight panel systemHANDSETThe "one man" panel system

Alu-Slab Formwork

PERI SKYDECKAlu slab formwork system

Platform Systems

Folding Platform FB 180Universal working andprotective scaffold toDIN 4420

ASG 160The light platform systemfor building trades

Girder Slab Formwork

MULTIFLEXGirder slab formwork

UNIPORTAL /Table ModulesTable form

PD 81 system for 3 applications

Column FormworkRAPIDAlu column formwork

TRIOColumn formwork

QUATTROThe fast column formwork

PERI SRSCircular column formwork

PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50-0Fax: 0 73 09 / 9 51 [email protected]

D

pr

5.10

e 0

5/20

02 5

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. Nr.

: 791

366

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: 791

366

Designed for safetyon high structures.

Climbing scaffoldsKGF 240 and KGF 180

pro

du

ct r

ang

e 5.

10

Edition 05/2002

PERI GmbHPostfach 12 6489259 WeissenhornTel.: 0 73 09 / 9 50 -0Fax: 0 73 09 / 9 51 [email protected]

Other PERI climbing formworkand platform systems:

- CB 240 and CB 160climbing scaffolds

- SKSF 240 and SKS 180Dam climbing formwork

- FB 180Folding platform

- ASG 160Working and protection scaffold

- ACSSelf-climbing formwork

Important notes:

Our products are to be used in accordancewith the relevant national and Europeansafety regulations.

The illustrations in this brochure are pho-tographs of real site situations. Safety orformwork anchor details are therefore notto be taken as a definitive guide to theway the equipment is to be used.

Safety precautions and allowable loadsare to be strictly observed. Separatestructural calculations are required for anydeviations from the standard design data.

The information contained herein issubject to technical change in the interestsof progress.

05.10 kg180, kgf240_ex_72dpi

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