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ALUMINIUM
GIN POLES FOR LIFTING AND ERECTION OF POLES AND STEEL |
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ART.
2123
Supplied with two or more interchangeable sections.
Aluminium alloy tubular construction with electrically
welded lattice work. With swivelling head, base with ground
plate and base hook for tower attachment.
Working load from 1000 to 7000 daN
Length from 6 to 18 m
|
swivelling head |
tower hook |
base with ground plate |
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CONDITIONS FOR USE |
tab 1
| type |
working
load
daN |
lenght
m |
sections
nr |
weight
kg |
PN
1
POS 1
alpha=0°
|
PN
2
POS 2
alpha=20° |
PN
3
POS 3
alpha=20° |
|
10.6.2 |
1000 |
600 |
250 |
6 |
2 |
34 |
| 10.8.2 |
1000 |
600 |
250 |
8 |
2 |
42 |
| 15.8.2 |
1500 |
900 |
375 |
8 |
2 |
50 |
| 15.10.2 |
1500 |
900 |
375 |
10 |
2 |
60 |
| 15.12.2 |
1500 |
900 |
375 |
12 |
3 |
72 |
| 20.8.2 |
2000 |
1200 |
500 |
8 |
2 |
56 |
| 20.10.2 |
2000 |
1200 |
500 |
10 |
3 |
70 |
| 20.12.2 |
2000 |
1200 |
500 |
12 |
3 |
82 |
| 30.8.2 |
3000 |
1800 |
750 |
8 |
2 |
85 |
| 30.12.3 |
3000 |
1800 |
750 |
12 |
3 |
112 |
| 40.10.3 |
4000 |
2400 |
1000 |
10 |
3 |
107 |
| 40.12.3 |
4000 |
2400 |
1000 |
12 |
3 |
125 |
| 50.12.3 |
5000 |
3000 |
1000 |
12 |
3 |
140 |
| 50.16.3 |
5000 |
3000 |
1750 |
16 |
4 |
192 |
| 70.12.3 |
7000 |
4200 |
1750 |
12 |
3 |
190 |
| 70.16.4 |
7000 |
4200 |
1750 |
16 |
4 |
250 |
| The
working capacities of gin poles shown in tab 1 are given for
three different working conditions (Pos 1 - Pos 2 - Pos 3).
The maximum working capacity of gin pole (PN) includes the lift
load (Q) and the pull line force (T). In any case before utilizing
the gin pole, users have to calculate the maximum working conditions
of the item considering: load conditions, gin pole inclination,
gin pole windbracing system. |
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