C611脚手架施工方案1版解说.doc

BASF-YPC COMPANY LIMITED IPS II PROJTET Area4 Discipline Construction 扬子石化-巴斯夫二期项目 4区 Contract No.: IPS-II-0000-50-C-443 C611 Amine complex construction method statement for C611 Scaffolds 醇胺联合装置脚手架施工方案 TCC Prepared by :编制 REV.01 TCC Checked by: 审核 TCC Approved by: 批准 IET管理公司 Approved by: 批准 HSE QA/QC Construction IET Review and Comments IET 会签意见 HSE 安全部门 QAQC QA/QC部门 Construction 施工部门 目录 Content 1 工程概况 Project General Information 4 2 编制依据 Preparation Reference 5 3 施工部署 Construction Arrangement 5 4 满堂脚手架内力验算Calculation of Interior force of full scaffold 6 5 外墙双排脚手架验算Calculation for Double-row Scaffold of external wall……………………………………………………………………………...144 6 外脚手架及通道布置示意图Exterior scaffold and access arrangement sketch 32 7．脚手架搭设、使用和拆除的规定 Stipulation for Installation, Usage and Demolition of Scaffold 33 7.1脚手架的搭设规定及构造要求 Scaffold Installation Rule and Structural Requirement 3333 7.2 脚手架的拆除规定 Scaffold Demolition Rules 3637 8、 脚手架施工伤害及危险分析Hazard analysis of scaffold construction 37 9 安全及文明施工措施 The Measures of Safety and Housekeeping 40 C611脚手架施工方案 Construction Method Statement for C611 Scaffold 工程概况 Project General information 1.1、C611醇胺联合生产装置主体结构为两层框架结构，一层层高为9m，二层层高为7m，抗震等级为二级。本主体工程中框架柱尺寸为700mm×700mm;现浇板平均厚度300mm，框架梁的尺寸分别为350mm×700mm；350mm×800mm；400mm×1000mm；等。南面有两个钢筋混凝土结构的楼梯，上部为钢结构，（本方案未考虑钢结构安装）框架位于Q6路南侧。 1.1. The structure main body of C611 ACN production building is two-storey frame structure with the first storey of 9m high and second of 7m high. The anti-seismic level is 2. The frame column is 700mm×700mm. The average thickness of the cast-in-situ slab is 300mm, and the frame beam respectively is 350mm×700mm, 350mm×800mm, 400mm×1000mm etc. In south side, there are two reinforcement concrete stairs; the upper part is steel structure (we do not consider the steel structure in this plan). The frame is located in south of Q6 road. 1.2、脚手架搭设材料采用钢管扣件式脚手架（钢管外径48mm，壁厚3.0mm），外墙搭设双排脚手架，内部搭设满堂脚手架。外双排架搭设后的基本要求是能满足工人基本操作、材料堆置和运输，并坚固