2012.11.06 SD-DOP-DPP-ST-50 生活楼5、6层吊装方案 5 rev.0 - 图文

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

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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