
86
80
59
80
84
86
37a
37
90 + 96 + 97
84
40
99
39
39.1
57
Overlapping corner elements
With large building supports in the cor-
ner of a building, the corner elements
can also be overlapped.
In order to keep the cantilever of the
corner element to a minimum, a Wall
Shoe RCS (59) can be used for anchor-
ing in the support. See Section B4 "An-
choring on Supports and Walls".
The side wind load on corner platforms
is kept to a minimum through an open,
multi-part design of the lateral guard-
rails (85).
PERI recommends scaffold tube bracing.
An enclosure consisting of netting or
sheeting which is attached to this,
must be removed if wind speeds of
over 100 km/h are expected.
For transferring force under the
L- Angle (86), screw on planks (37a)
transversely to the direction of the
decking (37). Fix lateral planking to
planking as well as the planking to
Girders (40) by means of Torx screws
(99).
B3 Corner Platforms
Components
37
Working platform decking
(planks)
39
Toeboard
39.1
Angle Bracket 90°
40
Girder (timber)
59
Wall Shoe RCS
80
Steel Scaffold Tube Ø 48.3 x 3.2
84
Standard Coupling NK 48/48
85
Guardrails
86
L-Angle RCS
90
Bolt ISO 4017 M12 x 140-8.8
96
Nut ISO 4032 M12-8
97
Washer ISO 7093 200HV, A12
99
TSS-Torx 6 x 60
Fig. B3.07
Fig. B3.08
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration
Содержание RCS P
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