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1、 塞拉尼斯（南京）乙酰基中间体有限公司工业乙醇项目 Celanese China Fast Project文件类型Document type文件页数Pages 版次Version 修订说明Revision note受控编号Controlled numberGH323版Version3首次3st 火炬安装、吊装方案 Flare Erection 、HoistingPlan 32012年11月20日Nov. 20, 2012 版次Edition日期Date 编制Formulated by审核Reviewed by批准Approved by中国化学工程第十三建设有限公司The 13th Constr
2、uction Co., Ltd. of CNCE 430装置塔架、火炬筒专项施工/吊装方案Specific Construction/Hoisting Plan for Tower and Flare of Device 430 目录Contents 火炬安装方案Flare Erection Plan- 0 -一 工程概述I. General- 2 -二 编制依据II. Basis- 2 -三 设备组对吊装III. Equipment Assembly and Hoisting- 3 -四 基础、预制品验收IV. Acceptance of Foundation and Prefabricat
3、ed Products- 6 -五 火炬筒、钢塔架吊装Hoisting of Flare Shell and Steel Tower- 8 -六 塔架、火炬筒找正VI. Alignment of the tower and the flare shell- 9 -七 人力计划VII. Planning for Labor Forces- 11 -八 机具准备 VII. Preparations of Machines and Tools- 11 -九 质量管理Quality Management- 12 -9.1 质量保证体系Quality Guarantee Measures- 12 -9.
4、2 质量保证措施Quality Guarantee Measures- 13 -十 安全管理 X Safety Management- 14 -10.1 安全保证体系Safety assurance system- 14 -10.2 安全保证措施计划Planning for safety assurance measures- 16 -十一.工作危险源分析评估及预防Work-related Hazard Analysis Evaluation and Prevention- 20 -十二.吊车性能表Crane performance table.- 22-一 工程概述I. General 本次
5、安装塔架结构及火炬筒（子项号430）装置。塔架高度为36.2米，塔架内火炬筒外径508mm,高度37米，火炬头高度3米，总高度40米。塔架底部为正四边形6米6米，主体底部往上至+10米处变径为4米4米，剩余26米为四边形4米4米。The tower and the flare (sub-item No. 430) will be erected. The height of the tower is 36.2m, the outside diameter of the flare shell inside the tower is 508mm, and its height is 37m, t
6、he height of the flare tip is 3m, and the total height is 40m. The bottom of the tower is square sized 6m 6m, it is reduced to 4m4m at the point of 10m above the bottom of the main frame, and the rest 26m is quadrilateral sized 4m4m. 塔架主体部分由159-70钢管及部分圆钢等连接，包括火炬头0.5吨、火炬塔架（含爬梯、平台）23.97吨、火炬筒4.5吨，合计总重2
7、8.97吨.及部分工艺管线、电器、仪表等（1吨以内）组成。The main frame of the tower is comprised of 159-70 steel pipes and part round steel, Including 0.5 tons the torch head, torch tower (ladder, platform) 23.97 tons torch cylinder 4.5 tons, the total combined weight of 28.97 tons. Process piping, electrical, instrumentation
8、 (1 ton or less) composition.主要连接方式采用法兰螺栓连接。The main connection flange bolt connection.火炬筒为四段，分别为9.362米、7.348米和两根10米，运抵现场后组对焊接。Torch barrel for four, respectively, 9.362 m, 7.348 m and two 10 m, the group arrived on site welding.火炬塔安装位置于工厂24号路与15号路拐角处。The flare tower will be erected at the corner of
9、 the No. 24 Road and No. 15 Road of the plant. 二 编制依据II. Basis 塔桅钢结构工程施工及验收规范Code for Execution and Acceptance of Tower Mast Steel Structure Works CECS 80：2006. 钢结构工程施工质量验收规范Code for Acceptance of Construction Quality of Steel Structure GB50205-2001 石油化工施工安全技术规程Technical Regulations for Petrochemica
10、l Engineering Construction Safety SH3505-1999石油化工静设备安装工程施工技术规程Technical Regulations for Execution of Petrochemical Engineering Static Equipment Installation Works SH/T3542-2007起重规范Code for Hoisting Work SH/T3536-2002 大型设备吊装工程施工工艺规程Regulations for Execution Process of Large Equipment Hoisting Works S
11、HJ515-90装置区域图纸由中船重工集团公司第七一一研究所设计 Drawings of the equipment area are designed by SMDERI. 三 设备组对吊装III. Equipment Assembly and Hoisting 1 卸车与材料堆放工作 Unloading and placing of material 设备、材料到场后，根据业主提供场地及火炬筒、塔架部件的构造状况，将塔架材料按序号分别为三节，分摊摆放在施工现场东面场地上。如图1：After equipment and materials are delivered, materials o
12、f the tower will be separated into 3 sections in according to the site provided by the owner, as well as the structure of the flare shell and tower components, and they will be placed on the space on the east of the job site. As seen in the following figure: 设备、材料布置完成后，施工人员开始组对（人力资源明细见后页），由25吨汽车吊进行组
13、装。如图2：After equipment and materials are laid out, construction staff begin the assembly (see next page for detail of labor forces), and 25T crane will be used for the assembly. As seen in the following figure: 第三部分26米至36米为一节，工作内容包含33.7米和36.2米处有两个5.5米5.5米外凸整体平台，两层平台重量为5.737吨、塔架3.024吨。第二节与第三节钢架连接后将第二节
14、火炬筒穿入塔架内。如图3、图4：The third part of 26-36 m for a work contains 33.7 meters and 36.2 meters Two 5.5 m 5.5 m the convex the overall platform, two-tier platform weighing 5.737 tons, 3.024 tons tower. Section II will be the second and third steel connections torch tube to penetrate inside the tower. Figure 3, Figure 4: 这样安排的目的主要考虑施工机具、人员与工期问题，必要时可流水作业（见网络计划图）。Such arrangement mainly considers issues of construction machines and tools, personnel and work schedule, if necessary, flow process is available (see the network planning chart). 三节 组装
