Lifting Plan of Mud pump

2.起重设备能力校验the verification of the capacity of lifting equipment：
吊车的位置position of crane(s)
在下方画草图标示吊车位置，被吊物初始和最终的位置，以及吊装过程中吊车工作幅度的变化（注意：在规划吊车位置时，要充分考虑吊装现场的实际空间和被吊物的尺寸大小，以便有足够的工作幅度）make sketch(s) below to illustrate the position of crane(s), and the initial / final positions of the lifted equipment and the change of lifting radius during lifting (note: site space and size of lifted equipment shall be considered to plan the position(s) of crane(s) so as to ensure sufficient lifting radius is available.
图1 Figure1
吊车受力校验（注意：请使用所选型号吊车的负荷表，并将其附在本吊装方案之后）
The verification of the capacity of crane(s) (Note: use the load chart of the crane to be used, and attached the load chart to this lift plan)
吊车1 crane No 1
规格/ 型号specification / model：QY70K
承受的负荷load = 24.33T
最大吊装半径时的参数（parameters when at the greatest working radius）
工作幅度lifting radius = 6 m（按照最差情况考虑）
吊臂长度length of boom = 15.7 m
额定负荷rated capacity = 37 T
承受的负荷/额定负荷load / rated capacity = 65.76%
吊车2 crane No 2
规格/ 型号specification / model：QY100K
承受的负荷load = 29.74T
最大工作幅度时的参数（parameters when at the greatest working radius）
工作幅度lifting radius = 6 m
吊臂长度length of boom = 17.2 m
额定负荷rated capacity = 44 T
承受的负荷/额定负荷load / rated capacity = 67.59 %
吊索具受力校验The verification of the capacity of lifting accessories
在下方画草图以说明吊索具的布置，绑扎方法并计算施加在每个吊索具上的负荷make sketch below to illustrate the arrangement and rigging method of lifting accessories and calculate load applied on each lifting accessory
图2 Figure2
每台吊车分别用四根直径32mm，8米长，安全载荷9.8吨的钢丝绳与底座两端的指定吊点相连，如图2所示。

Each crane use four wire rope slings with diameter 32mm , length 8m and SWL 9.8T to connect with the tested lifting points at both ends of substructure, as shown in Figure 2.
钢丝绳的安全系数计算：
1. 角度校验Verification for lifting angel：
cos a= 0.8
8
=0.1 a=15°
则单根钢丝绳受力so the applied force on single wire rope sling is: S=G
N ∗C=24.33
2
∗
1.1=13.38T
3m
1m 0.82m
1.6m
A=8m
B
C=0.8m
a。