HEK MSHF, Руководство пользователя

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TRANSPORT
4-4 MSHF • 7295-026A
No. of drive units x 950 kg / 2090 lb =
No. of chassis x 1750 kg / 3850 lb =
No. of ground frames x 182 kg / 400 lb =
No. of platform elements 80 x 90 kg / 198 lb =
No. of platform elements 150 x 140 kg / 308 lb =
No. of mast elements 125 x 80 kg / 176 lb =
No. of mast elements 150 x 103 kg / 227 lb =
No. of plug-in fences 80 x 12 kg / 26 lb =
No. of plug-in fences 150 x 18 kg / 40 lb =
No. of head fences x 30 kg / 66 lb =
No. of corner posts x 6,5 kg / 14 lb =
Total transport weight = kg / lb
+
4.3 Repositioning with a crane
During movement there may be
no load on the platform.
At the building site the mast climbing
work platform can be repositioned with a
crane under the following circumstances.
A maximum of 9 mast elements may be
mounted on the chassis or the ground
frame. The eye hook of the crane can be
attached to the mast with lifting slings.
The total transport weight can be
calculated on the undermentioned way.