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 (C3)

UC值（C3工况下）

LF 7-2 DPP MODULE SHOP DESIGN LIFTTING

PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ

Page 37 of 45

COOEC 海油工程 Padeye Check吊点强度校核

Padye check: padeye check is calculated for PCE. 吊点强度校核：吊点校核采用PCE软件进行计算。

SD-DOP-DPP-ST-

LF 7-2 DPP MODULE SHOP DESIGN LIFTTING

PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ

Page 38 of 45

COOEC 海油工程

SD-DOP-DPP-ST-

根据SACS计算结果，最大吊绳力为1377.6KN、609.7KN(包含1.05不确定系数，1.25索具系数，静力工况)：

According to the result of SACS, the maximum sling load is 1377.6KN、609.7KN（including weight uncertainty factor 1.05 and skew load factor 1.25,static condition） 吊点计算结果见下图

The result of padeye is shown as follow.

LF 7-2 DPP MODULE SHOP DESIGN LIFTTING

PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ

Page 39 of 45

COOEC 海油工程

SD-DOP-DPP-ST-

LF 7-2 DPP MODULE SHOP DESIGN LIFTTING

PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ

Page 40 of 45