59
1.61 4.26
1.33 2.66
2.26 5.98
1.86 3.72
35 mm 240 mm
≤ 1.00 m
40 mm 200 mm
GB 80 30 mm 200 mm ≤ 1.25 m
TRG 80 35 mm 200 mm ≤ 1.35 m
CB 240 Climbing Formwork
Instructions for Assembly and Use – Standard Configuration
C1 Planning and Work Preparation
Platform Decking
Table 4
Minimum dimensions of the planking
Thickness min. width Span
Working platform
Finishing platform
Concreting
platform
Table 5
Permissible girder span of the wor-
king platform
Main beam
Bracket
Bracket
Static system:
Girder GT 24
2 x Timber 8 x 16 or Timber
16 x 16*
2 x Girder GT 24
Timber 8 x 16*
Main beam type
Max. cantilever d ≤ c/2
[m]
Max. span c [m]
d dc
Minimum requirements: Soft Wood Strength Class C24 according to DIN 338
Alternatively, laminated veneer timber with building inspection approval can also be used on the working and finishing platforms
provided their use as a supporting and bracing component, as well as a substitute for solid wood according to DIN ENV 1995, is
allowed.
Minimum thickness 35 mm. The boundary conditions of the respective approval must be observed.
*Minimum requirements: Soft Wood Strength Class C24 according to DIN 338
AuV CB 240 EX.indb 59 29.06.16 09:46
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