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Tower Crane QTZ160(TC6516B)
Download Tower Crane ( TC6516B) Data sheet : 
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Download Tower Crane ( TC6516A) Data sheet : [back] [top]
Tower Crane QTZ160 (TC6516B) Data sheet_clip_image004.jpg)
 Data sheet_clip_image002.jpg)
 Data sheet_clip_image006.jpg)
Structural Diagram
 Data sheet_clip_image008.jpg)
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I. Main Technical Parameter
Item |
Unit |
Parameter |
||||
Metric lifting moment |
KN.M |
1600 |
||||
Max. lifting capacity |
T |
10 |
||||
Tip load capacity |
T |
1.6 |
||||
Working radius |
M |
2.8~65 |
||||
Hoisting Height |
Independent |
M |
54 |
|||
Attachment |
M |
178．5 |
||||
| Hoisting Speed | Fall |
|
2 |
4 |
||
Hoisting Speed |
M/min |
0~50 |
0~100 |
0~50 |
0~100 |
|
Max Lifting Capacity |
T |
5.0 |
2.5 |
10.0 |
5.0 |
|
| Slewing Speed | R/min |
0~0.6 |
||||
Trolleying Speed |
M/min |
0~60 |
||||
Climbing Speed |
M/min |
0.60 |
||||
Weight |
Independent Structure |
T |
65.0 |
|||
Counter-Balance |
T |
24.0 |
||||
|
|
|||||
Max. Slewing Radius |
M |
81 |
||||
Counter-Jib Slewing Radius |
M |
15.7 |
||||
Max. Working Wind Speed |
M/s |
20 |
||||
Climbing Wind Speed ≤ |
M/s |
13 |
||||
Working Environment Temperature |
℃ |
-20~+40 |
||||
II. Main Parts Parameter
Item |
Parameter |
|||||||
Hoisting |
Electromotor
|
Model |
YTPEF200L-4 |
|||||
Power |
Kw |
45 |
||||||
Turning rate |
R/min |
1480 |
||||||
Reducer |
Model |
3OPQC20.01 |
||||||
Speed Ratio |
i=38.26 |
|||||||
Steel rope |
16NAT6X19W |
|||||||
Slewing |
Electromotor
|
Model |
YLEW112M-6 |
|||||
Power |
N.m |
2x95 |
||||||
Turning rate |
R/min |
975 |
||||||
Reducer |
Model |
XX4-100.195C |
||||||
Speed Ratio |
195 |
|||||||
Trolleying
|
Electromotor |
Model |
YLEW112M-6 |
|||||
Power |
Kw |
5.5 |
||||||
Turning rate |
R/min |
700/1400 |
||||||
Reducer |
Model |
SX308 |
||||||
Speed Ratio |
i=33.66 |
|||||||
Steel rope |
8NAT6X19W |
|||||||
|
Power |
Kw |
11 |
|||||
Hydraulic pump |
Cylinder model |
XZF1-8A-00 |
||||||
Route of travel |
mm |
1700 |
||||||
Discharge of Hydraulic pump |
L/min |
14.4 |
||||||
Working Pressure |
MPa |
32 |
||||||
III. Main Metal Parts List
 Data sheet_clip_image011.jpg) |
|
| Mast Section | External Dimensions 2000×2000 Overall Height:3000 |
 Data sheet_clip_image013.gif) |
|
| Jib Upper chord ø90 Lower chord angle steel weld-square ∠118×118×10 |
Jib section connected through pin Tie-in of jib is processed after forging and it has small diastema and the jib has good rigidity. |
 Data sheet_clip_image015.jpg) |
|
| Tower Cap Main chord φ100 round steel |
space truss structure of bilateral symmetry and spire welded by angel steel and steel board |
 Data sheet_clip_image017.jpg) Upper and lower pedestal are welded by steel plate.  Data sheet_clip_image019.jpg) |
|
| Counter jib | |
welded byⅠsteel, angle steel and expanded metal Data sheet_clip_image021.jpg) |
|
| Frame | |
| Main chord angle steel weld-square ∠125×125×12 |
Space frame structure welded by channel steel, angle steel and steel board |
 Data sheet_clip_image023.jpg) |
|
| Jib Tie Bar | |
| Ø50, Ø65 (Q235B 16Mn steel) Steel board (Q235B 16Mn steel) |
welded by Q235B steel(16Mn steel) |
 Data sheet_clip_image025.jpg) |
|
| Attached Devices The attached tie is composed of two half frames and four brace rod, etc. |
welded by channel steel weld-square and steel board |
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