Peri RCS P, Instructions For Assembly And Use, Page: 60 / 172

46
45
40
14
60
30
60
c1
c1
50 mm
≤ 115°
60
B3 Corner Platforms
Non-Rectangular Building
Corners
A combination of the Slab Shoe RCS
(45) with the Slab Shoe Corner RCS
(46) in the corner.
Using the Slab Shoe Corner RCS on
non-rectangular corners, results in an
application range of min. 65° and
max. 115°.
The anchor arrangement is determined
by the edge distance in the direction of
force of 600 mm and through the inter-
secting point distance of the slab shoe
axes to the slab edge of 300 mm.
Going below a lateral edge distance c1
for the anchoring is not advisable with-
out additional static proof. If necessary,
measure and arrange edging reinforce-
ment in the slab.
Anchoring applicable for c1: Screw-On
Cone,
Cimbing Cone 320 mm. (Fig. B3.10)
Obtuse-angled corners
Working platform is mitred accordingly.
Push Enclosure Beam (14) and Girder
(40) up to the mitre.
Assemble platform decking using multi-
l ayer plywood sheeting in the mitred
area.
Cover the gap between the mitred
enclosure elements.
(Fig. B3.10)
Components
14 Enclosure Beam (timber)
40 Girder (timber)
45 Slab Shoe RCS
46 Slab Shoe RCS Corner
Fig. B3.10
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration