Centre position
(Top view)
A
A
A
A
Access deck
2
Mobile beam
8
Tower Model
Ref.
3201
3202
3203
3204
3205
3206
3207
Ladder frame 75/4
1297.004
–
2
–
2
–
2
–
Ladder frame 75/8
1297.008
2
2
4
4
6
6
8
Access deck 1.8 m
1242.180
1
1
1
1
2
2
2
Double guradrail 1.8 m
1206.180
2
–
2
–
2
–
2
Guardrail 1.8 m
1205.180
–
6
2
6
8
12
10
Diagonal brace 2.5 m
1208.180
–
2
2
4
4
6
6
Mobile beam
1214.180
–
2
2
2
2
2
2
Horizontal brace 1.95 m
1209.180
–
–
–
1
1
1
1
Toe board 1.8 m, with claw
1239.180
–
2
2
2
2
2
2
End toe board 0.75 m
1238.075
–
2
2
2
2
2
2
Spring clip
1250.000
–
8
8
12
12
16
16
Castor 150, 4 kN
1308.150
4
4
4
4
4
4
4
Special bolt with nut
1203.060
4
4
4
4
4
4
4
Ballast
1249.000
For the number of ballast weights see the Ballasting table.
Tower Model
3201
3202
3203
3204
3205
3206
3207
Indoor use
Erection in centre position
1
1
4
8
12
12
16
Erection in off-centre position
–
2
6
10
14
12
16
Erection in off-centre position
–
1
4
8
10
12
14
with wall support
Outdoor use
Erection in centre position
1
1
4
10
14
20
26
Erection in off-centre position
–
4
8
12
20
20
26
Erection in off-centre position
–
1
4
8
10
12
14
with wall support
5
Parts List
Layher Uni Light Tower
Ballasting
In order to ballast the tower use Layher ballast weights
12
, Part No. 1249.000 (10 kg each). Couplers with hand wheels permit simple, quick and secure fixing of
the respective ballast required at the correct places. Only these ballast weights are to be used, l
iquid or granular ballast materials must not be used.
The ballast weights must be distributed evenly to all ballasting fixing points. The remainder, not divisible by 4, is distributed to the fixing points A.
The figures shown indicate the number of ballast weights of 10 kg each.
1
= No ballasting required.
Off-centre position
(Top view)
A
A
Access deck
2
Mobile beam
8
How to position
ballast weights
1
= Fixing points for
ballast weights
A
= Fixing points for
remainder of ballast weights
not divisible by 4