COOEC 海油工程
表4.2 吊车作用表
Table4.1 Crane function table Lifting explanation吊装说明 Crane select吊车选用 Project项 目 Panel甲板片 Lifting yard吊装位置 Crane model吊车型号 Tonnage crane吊车吨位 Main boom主扒杆 Operational radius 回转半径 Jib副臂 副臂倾角(度) Jib`s inclination angle 主臂倾角 Boom`s inclination angle Crane counterweight 起重机配重 Carbody counterweight 车体配重 Superlift counterweight 超起重量 Distance between super lifting and rotating center 超起与旋转重心距离 Crane rated lifting capacity 吊车额定起重量 Structure weight 结构重量(吨) Sling weight吊绳重量 卸扣重量(吨) Shackles weight(ton) Lifting weight 吊装重量 Hook weight吊钩重量 Dynamic amplification coefficient 动态放大系数 Total lifting weight 总体吊装重量 Maximum load utilization rate 最大负荷利用率 Shackles 卸扣 SD-DOP-DPP-ST- LF7-2 DPP EL.(+)45 250 to EL.(+)47 750 of LQ Assembly yard总组场地 MANITOWOC 18000 MAX-ER 55A 600T NO.1 97.5m 24m 77.6° 223.17T 145.15T MANITOWOC 18000 MAX-ER 55A 600T NO.2 85.3m 28m 72.9° 223.17T 145.15T 350.17T Crane parameter 吊车参数 144.4T 88.95 1.029 0.150 11.4 1.1 111.68 77.34% S-BX85-3 2 16米 2根 16m 2rope 289.00T 192.23 1.722 0.332 11.4 1.1 226.25 78.29% S-BX150-4 2 12米 2根 12m 2rope Minimum breaking load：6888.00kn 最小破断力：6888.00kn Diameter：120mm 直径：120mm Rigging 吊装索具 Wire rope 钢丝绳 Minimum breaking load：3048.50kn 最小破断力：3048.50kn Diameter：85mm 直径：85mm
LF 7-2 DPP MODULE SHOP DESIGN LIFTTING
PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ
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COOEC 海油工程
SD-DOP-DPP-ST- 5 CALCULATION REPORT计算报告
Calculation report for EL.(+)45 250 to EL.(+)47 750 of LQ stress check refer to the following. 生活楼5,6层的强度计算报告参见下面:
the detail information of the panels for 0o lifting:水平片0o吊装计算结果
Lifting Condition Weight (T) C2 EL.(+)45 250 to EL.(+)47 750 of LQ Horizontal panel’s No. Dimension L×W (m) Maximum Maximum Member UC JOINT DEFLECTION（cm） 0.58 2.317 2.90 3.19 Cranes 186.87 233.58 256.94 25.5×22.2 Two 600T crawler cranes C3 C4 0.74 0.82 NOTE:C2= 1.05*C1 C3=1.25*C2 C4=1.1*C3
最大节点位移 尺寸L×W 最大杆件UC (米) （厘米） 0.58 25.5×22.2 0.74 0.82 2.317 2.90 3.19 2台600T吊机 水平片编号 工况 吊重（吨） 吊机 C2 EL.(+)45 250 to EL.(+)47 750 of LQ 186.87 233.58 256.94 C3 C4 说明：C2=1.05*C1 C3=1.25*C2 C4=1.1*C3
LF 7-2 DPP MODULE SHOP DESIGN LIFTTING
PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ
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COOEC 海油工程
SD-DOP-DPP-ST- UC and deflection check of EL.(+)45 250 to EL.(+)47 750 of LQ by 0o lifting（UC>0.4）: 生活楼5,6层0o吊装变形及UC值（UC>0.4）：
Shape 变形
UC (C4) UC值（C4工况下）
LF 7-2 DPP MODULE SHOP DESIGN LIFTTING
PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ
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COOEC 海油工程
SD-DOP-DPP-ST- the detail information of the panels for 45o lifting:水平片45o吊装计算结果
Lifting Condition Weight (T) C2 EL.(+)45 250 to EL.(+)47 750 of LQ Horizontal panel’s No. Dimension L×W (m) Maximum Maximum Member UC JOINT DEFLECTION（cm） 0.45 0.10 0.12 0.14 Cranes 186.87 233.58 256.94 25.5×22.2 Two 600T crawler cranes C3 C4 0.57 0.63 NOTE:C2= 1.05*C1 C3=1.25*C2 C4=1.1*C3
最大节点位移 尺寸L×W 最大杆件UC (米) （厘米） 0.45 25.5×22.2 0.57 0.63 0.10 0.12 0.14 2台600T吊机 水平片编号 工况 吊重（吨） 吊机 C2 EL.(+)45 250 to EL.(+)47 750 of LQ 186.87 233.58 256.94 C3 C4 说明：C2=1.05*C1 C3=1.25*C2 C4=1.1*C3
UC and deflection check of EL.(+)45 250 to EL.(+)47 750 of LQ by 45o lifting（UC>0.4）: 生活楼5,6层45o吊装变形及UC值（UC>0.4）：
LF 7-2 DPP MODULE SHOP DESIGN LIFTTING
PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ
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