41
2.1
77
4
80
77
4
4
7
7
V ≤ 25 kN ≈ 2500 kg
α
≤ 30°
≤ 500 mm
≤ 0
,5 m
≤ 2
,0
0 m
B2 Planning the Units
Moving by Crane
Version 1
– Mount Crane Eye BR 2.5 t (7) with
Spacer LPS 52 (2.1) max. 2 m above
the assembly area.
– Mount one timber 120/100 mm (77)
above the Crane Eye between the
climbing rails (4) as a compression
brace.
– Positional stability of the timber by
means of Hex. Wood Screws DIN 571
8x160 (80) and Washers ISO 7094-8,
2x per side. (Fig. B2.02)
Version 2
– Mount Crane Eye BR 2.5 t (7) with
Spacer LPS 52 (2.1) at the top end of
the climbing rail (4). (Fig. B2.03)
– For setting up after assembly, use a
traverse and attach to the enclosure
post.
For climbing with a hydraulic self-climb-
ing device or traverse, compression
braces are only required for suspension
on the building.
Fig. B2.02
Fig. B2.03
Fig. B2.04
Notes
Load-bearing capacity per Crane Eye BR-2
Crane sling angle
Distance to the compression brace
Timber 100/120 mm
Bracket spacing c ≤ 4.375 m
Mount attachment points max. 2.0 m above the erection area.
Table B2.01
LPS Screen Lightweight Climbing Enclosure
Instructions for Assembly and Use – Standard Configuration