Tower Crane QTZ160
Mast sections are shaped into square tube structure (2000*2000*2800) or single sheet structure (2000*2000*3000). Mechanical components come from well-known domestic suppliers, with reliable performance, good governing capability and shockless merit. All components are welded with CO2, GSAW, deep penetration, and small deformation.
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Load diagram
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Jib
(m)
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Fall
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R(Cmax) m
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C(max) m
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30
|
34
|
38
|
42
|
46
|
50
|
55
|
58
|
60
|
65
|
|
65
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IV
|
15.84
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10.00
|
4.70
|
4.02
|
3.48
|
3.04
|
2.69
|
2.39
|
2.08
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1.92
|
1.82
|
1.60
|
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II
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28.00
|
5.00
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4.70
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4.02
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3.48
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3.04
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2.69
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2.39
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2.08
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1.92
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1.82
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1.60
|
|
|
60
|
IV
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18.41
|
10.00
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5.58
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4.88
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4.24
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3.64
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3.32
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2.97
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2.61
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2.42
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2.30
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|
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II
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32.80
|
5.00
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5.0
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4.88
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4.24
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3.64
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3.32
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2.97
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2.61
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2.42
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2.30
|
|
|
|
55
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IV
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19.86
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10.00
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6.13
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5.29
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4.68
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4.13
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3.67
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3.29
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2.90
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|
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II
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35.43
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5.00
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5.00
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5.00
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4.68
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4.13
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3.67
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3.29
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2.90
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Mechanism
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Drum Capacity
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Power
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Hoisting
|
|
m/min
|
33
|
55
|
105
|
16
|
27
|
53
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400m
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37kw
|
|
t
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5.0
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5.0
|
2.0
|
10
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10
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4.0
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Derricking
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m/min
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55/27.5/9.6
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5.0/3.7/1.3kw
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Slewing
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r/min
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0-0.7
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5.5x2kw
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Travelling
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m/min
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12.5/25
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4x1.7/3.4kw
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Jacking
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m/min
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0.5
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7.5kw
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Power
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380V/50Hz
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