
122
117
118
122
125
119
123 + 79
47.6
117
230
118
α
Z
13
0 m
m
230 mm
≥ 2
25 m
m
≥ 2
8
5 m
m
≥ 1
9
0 m
m
≥ 2
70 m
m
16
5 m
m
24
3 m
m
Ø 22 mm
Ø 30 mm
58
B3 Corner Platforms
Bracing of Corner Elements
In the case of expected wind speeds
of more than 100 km/h, corner ele-
ments are to be additionally secured
with temporary diagonal bracing.
Angle of inclination
α
= 45 ± 5°
Anchoring with
4 x heavy-duty dowel Ø22 (117),
dowel spacings 130 x 230 mm,
e.g. Hilti HDA-T M12
alternatively
2 x heavy-duty dowel Ø30 (118),
dowel spacings 230 mm,
e.g. Hilti HDA-T M16.
Components
47.6
Tie Rod DW 15, Special Length
79
Fitting Pin Ø 26 mm
117
Heavy-Duty Dowel Ø22
118
Heavy-Duty Dowel Ø30
119
Hex. Nut DW 15 SW 30/50
121
Spindle Shoe SLS/RCS M24
122
Bracing Shoe RCS DW 15
123
Eye Nut RCS DW 15
125
Articulated Spanner RCS DW 15
The used heavy-duty dowels have to
be statically verified for the oblique
tension force Z.
The given minimum slab thicknesses
and edge distances are valid for the
mentioned dowels only.
Take into consideration the technical
documentation of the dowel that has
been used!
Fig. B3.08
Fig. B3.08a
Fig. B3.08c
Fig. B3.08b
Fig. B3.08d
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration
Содержание RCS P
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