Inner climbing tower crane QNP40
1. Brief Introduction
QNP40 tower crane is based on microcomputer design platform of tower crane, applying group technology, combined design technology and FE analysis technology, combining with advanced international technology and requirements of domestic construction market, develop and design more advanced tower crane in China.
The tower crane is horizontal arm support, trolleying, top slewing and hydraulic jacking tower crane. Its jib length is 48m, max. Load moment is 400 KN.m, free standing height is 30m, the basic height(inner climbing type) is 21.5m, max. Attached height is 120m (2 falls).
Main parameters
Item |
Unit |
Magnification |
α=2 |
α=4 |
Rated load moment |
KN.m |
400 |
Max. load |
t |
2 |
4 |
Work radius |
m |
2.5 - 48(40) |
Load at max. radius |
t |
08 |
Hoisting height
|
Inner climbing height |
m |
21.5 |
Adhered |
100 |
60 |
Outer size of whole crane |
Base(cross girder) |
m |
5.0x5.0 |
Tip of jib to the slewing center |
32.5 |
Tip of balanced jib to slewing center |
10.7 |
Self-weight of whole crane |
Independent |
t |
21.41 |
Adhered |
t |
46.36 |
Balanced weight |
t |
8.0 |
Hoisting speed |
M/min |
60/30/13 |
Slewing speed |
M/min |
0-0.6 |
Trolleying speed |
m/min |
16/32 |
Jacking speed |
M/min |
0.4 |
Other
|
Power supply |
50/60HZ |
-380/440±10% |
Basic wind pressure in service |
Pa |
250 |
Basic wind pressure out of service |
Pa |
800 |