COOEC 海油工程
SD-DOP-DPP-ST- 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
Page 29 of 45
COOEC 海油工程
SD-DOP-DPP-ST- the detail information of the panels for 90o lifting:水平片90o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） 0.43 0.48 0.61 0.67 Cranes 186.87 233.58 256.94 25.5×22.2 Two 600T crawler cranes C3 C4 0.53 0.59 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） 0.43 25.5×22.2 0.53 0.58 0.48 0.61 0.67 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 90o lifting（UC>0.4）: 生活楼5,6层90o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
Page 30 of 45
COOEC 海油工程
SD-DOP-DPP-ST-
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
Page 31 of 45
COOEC 海油工程
SD-DOP-DPP-ST- the detail information of the panels for 135o lifting:水平片135o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） 0.47 2.39 2.99 3.29 Cranes 186.87 233.58 256.94 25.5×22.2 Two 600T crawler cranes C3 C4 0.59 0.65 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） 0.47 25.5×22.2 0.59 0.65 2.39 2.99 3.29 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 135o lifting（UC>0.4）: 生活楼5,6层135o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
Page 32 of 45