aluminium gin poles for lifting and erection of poles and ... · pdf filehook for tower...

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 15.12.3 1500 900 375 12 3 72 20.8.2 2000 1200 500 8 2 56 20.10.3 2000 1200 500 10 3 70 20.12.3 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 1250 12 3 140 50.16.4 5000 3000 1250 16 4 192 70.12.3 7000 4200 1750 12 3 190 70.16.4 7000 4200 1750 16 4 250 41 Supplied with two or more interchangeable sections. Aluminum alloy tubular contruction with electrically welded lattice work. With swivelling head, base with ground plate and hook for tower attachment. Working load from 1000 to 7000 daN. Length from 6 to 18 m. Other size and capacity on request. Aluminium gin poles for lifting and erection of poles and steel towers - Model TS50 Length Working load PN1 POS 1 a=0° daN PN2 POS 2 a=20° daN PN3 POS 3 a=20° daN Sections Weigt without access. kg Type The working capacities of gin poles shown 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 polr windbracing system. CONDITIONS OF USE

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Page 1: Aluminium gin poles for lifting and erection of poles and ... · PDF filehook for tower attachment. Working load from 1000 to 7000 daN. ... Aluminium gin poles for lifting and erection

10.6.2 1000 600 250 6 2 3410.8.2 1000 600 250 8 2 4215.8.2 1500 900 375 8 2 50

15.10.2 1500 900 375 10 2 6015.12.3 1500 900 375 12 3 7220.8.2 2000 1200 500 8 2 56

20.10.3 2000 1200 500 10 3 7020.12.3 2000 1200 500 12 3 8230.8.2 3000 1800 750 8 2 8530.12.3 3000 1800 750 12 3 11240.10.3 4000 2400 1000 10 3 10740.12.3 4000 2400 1000 12 3 12550.12.3 5000 3000 1250 12 3 14050.16.4 5000 3000 1250 16 4 19270.12.3 7000 4200 1750 12 3 19070.16.4 7000 4200 1750 16 4 250

Supplied with two or more interchangeable sections.Aluminum alloy tubular contruction with electricallywelded lattice work.With swivelling head, base with ground plate andhook for tower attachment.Working load from 1000 to 7000 daN.Length from 6 to 18 m.Other size and capacity on request.

Aluminium gin poles for lifting and erection of poles and steel towers - Model TS50

LengthWorking load

PN1 POS 1 a=0° daN PN2 POS 2 a=20° daN PN3 POS 3 a=20° daNSections Weigt without access. kgType

The working capacities of gin poles shown are given for three different workingconditions (Pos 1 - Pos 2 - Pos 3).The maximum working capacity of gin pole (PN) includes the lift load (Q) and thepull line force (T).In any case before utilizing the gin pole, users have to calculate the maximumworking conditions of the item considering: load conditions, gin pole inclination,gin polr windbracing system.

CONDITIONS OF USE

Page 2: Aluminium gin poles for lifting and erection of poles and ... · PDF filehook for tower attachment. Working load from 1000 to 7000 daN. ... Aluminium gin poles for lifting and erection

Base with ground plate Swivelling head Tower hook

Note: The gin pole is supplied without the following accessories:- wire rope wind-bracing- anchoring pickets- snatch blocks or tackle blocksthat can be offered on request specifying the lifting method used.

Model TS50

Scheme use for aluminium derrick for pole erection

With 2 snatch blocks With 3 snatch blocks

With a hoisting condition referringto sketched modalities as aboveIt is possible to verify a subdivision ofvalues (approximate) in percentageof the hoisting load “Q”and thepulling line “T” the total workingcapacity of gin-pole: Pn=Q+T

A 100% 50% 50%B 100% 65% 35%C 100% 80% 20%D 100% 85% 15%

CapacityPos “Q” “T”

Example of gin-pole use in vertical position

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