SHOP DESIGN FOR LF7-2 OIL FIELD DEVELOPMENT PROJECT 陆丰7-2油田开发项目 加工设计 SIGNATURE 工号: SQD12SD02 DATE COSIGN Structure 结 构 0 REV. 版次 共45页 第1页 Page 1 of 45 DATE 日期 供审批（FOR APPROVAL） DESCRIPTION 说 明 BY 编制 CH ‘K 校对 REV’ W 审核 EXAM 审定 CLIENT 业主 DOCUMENT NO. 文 件 号 CERTIFICATELF 7-2 DPP MODULE SHOP NO. DESIGN LIFTTING PLAN FOR 设计证书号 EL.(+)45 250 TO EL.(+)47 750 OF LQ 陆丰7-2 DPP组块 A112002816 加工设计 生活楼5,6层翻身吊装方案SD-DOP-DPP-ST- COOEC 海油工程
SD-DOP-DPP-ST- 目 录 Content
1 INTRODUCTION概述 ............................................................................... 3 2 LIFTING PADEYE & LIFTING PLAN吊点及吊装方式 ........................... 4 2.1 Center-Of-Gravity & Lifting Padeye重心及吊点 ................................... 4 2.2 Padeye Explanation吊点说明 ............................................................... 8 3 LIFTING REQUIREMENT场地要求 ......................................................... 9 3.1 Yard Arrangement场地布置 .................................................................. 9 3.2 Yard Clearance场地清除....................................................................... 9 3.3 Lifting Gears吊装用具 ........................................................................... 9 4 LIFTING SCHEME吊装过程................................................................... 10 4.1 Prefabrication Yard预制场地............................................................... 10 4.2 Transportation场地运输 ...................................................................... 15 4.3 Assembly Yard总组场地 ..................................................................... 18 5 CALCULATION REPORT计算报告....................................................... 26
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- 1 INTRODUCTION概述
This document is for the lifting of EL.(+)45 250 to EL.(+)47 750 of LQ of DPP for LF7-2 oil field development project. It is made according to the following documents and used with them during the lifting process.
(1) QHSE-03-03-08 CNOOC(Qingdao) operation regulations of large structures for traction or lifting.
(2) QHSE-03-03-06 CNOOC(Qingdao) safety regulations for lifting
(3) DE-01-05 CNOOC(Qingdao) prepare and validation rules of documents for large structures lifting in land.
(4) QHSE-03-03-07 CNOOC(Qingdao) safety regulations for large structures lifting in land 本方案适用于LF7-2油田开发项目的DPP组块生活楼5,6层的吊装。本方案依据下列文件编制，在吊装实施过程中与下列文件同时使用：
（1）QHSE-03-03-08海洋石油工程（青岛）有限公司大型结构物拖拉牵引或起吊装船作业
安全管理细则。
（2）QHSE-03-03-06海洋石油工程（青岛）有限公司起重作业安全管理细则。
（3）DE-01-05海洋石油工程（青岛）有限公司加工设计陆上大型吊装文件编制及验证管理
办法。
（4）QHSE-03-03-07海洋石油工程（青岛）有限公司陆上大型起重作业安全管理细则。 The information of EL.(+)45 250 to EL.(+)47 750 of LQis shown as table 1.1 生活楼5,6层的总体信息见表1.1。
Table 1.1 Information of EL.(+)45 250 to EL.(+)47 750 of LQ
Main structure、Name Temporary support (T) EL.(+)45 250 to EL.(+)47 750 OF LQ 186.68 2.000 188.68 198.11 (T) (T) (T) Padeye Net weight Total weight Note: 1.The weight of main structure is obtained according to the latest version of detailed drawings. 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
2. The weight uncertainty factor is 1.05 in total weight.
SD-DOP-DPP-ST- For lifting analysis of this panel, Please refer to calculation report in chapter 5
表1.1 生活楼5,6层总体信息
主结构、临时支名称 撑重量 (吨) 生活楼5,6层 186.68 吊点重量 (吨) 2.000 结构净重 (吨) 188.68 结构总重 (吨) 198.11 说明：1、主结构重量根据详设最新版图纸得出，为主结构总重量。 2、结构总重量包含1.05倍重量不确定系数。 水平片吊装分析请参照章节5的计算报告。
2 LIFTING PADEYE & LIFTING PLAN吊点及吊装方式
2.1
Center-Of-Gravity & Lifting Padeye重心及吊点
In this document, the software X-STEEL is used to obtain the center of gravity for lifting calculation. The center of gravity and weight of EL.(+)45 250 to EL.(+)47 750 of LQ are shown in figure 2.1
本方案采用X-STEEL模型计算出来的重量重心来进行吊装计算，图2.1显示了生活楼5,6层的X-STEEL模型示意图及重心和重量。
LF 7-2 DPP MODULE SHOP DESIGN LIFTTING
PLAN FOR EL.(+)45 250 TO EL.(+)47 750 OF LQ
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