塞拉尼斯ChinaLite项目管桩试桩工程施工方案.docx
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1、 塞拉尼斯China Lite项目 项目号:CC1117F1209 Lubrizol Additive (Zhuhai) Co., Ltd Phase I&II Project Project No:CC1117F1209塞拉尼斯China Lite项目Lubrizol Additive (Zhuhai) Co., Ltd Phase I & II Project管桩试桩工程施工方案Tubular Pile Engineering Construction Method Statement项目编号:CC1117F1209-CON-004 No.: CC1117F1209-CON-004(版次:
2、0版)(Revision: 0)湖南省建筑工程集团总公司CNCEC 14th Zhuhai LZA Project Management2012年02月20日Feb 20, 2012目 录Table of Content 目 录TABLE OF CONTENT11编制说明 COMPILATION SPECIFICATION31.1编制依据 Basis of Compilation31.2采用规范、标准 Regulation &Standard Applied32工程概况 ENGINEERING PROFILE42.1项目概况 Project Profile42.2工程量一览表 Bill of
3、Quantities43施工组织部署 CONSTRUCTION ORGANIZATION ALLOCATION63.1 施工技术准备 Construction Technical Preparation63.2施工现场准备 Project Site Preparation93.3施工物资准备 Construction material preparation103.4资源配备计划 Resource Allocation Plan113.5工程进度计划 Project Progress Plan134施工顺序 CONSTRUCTION SEQUENCE145施工测量 CONSTRUCTION M
4、EASUREMENT155.1测量一般要求 General Requirement for Measurement155.2测量控制原则 Measurement Control Principle155.3测量方法 Measurement Method155.4测量质量标准 Measurement Quality Standard166主要施工方法 MAIN CONSTRUCTION METHOD176.1工艺流程 Process Flow176.2施工方法 Construction Method206.2.1 桩位放样 Pile Location Set Up206.2.2桩机就位 Pili
5、ng Machine In Position206.2.3管桩堆放 Tubular Pile Stacking206.2.4吊桩插桩 Pile lifting and planting206.2.5垂直度调整 Verticality Adjustment226.2.6静压沉桩 Static Sinking Pile226.2.7沉桩过程中遇块石的应急处理措施 Emergency countermeasures against heavy stones during pile sinking236.2.8接桩连接 Pile Splicing246.2.9沉桩控制 Double Control o
6、n Sinking Pile267质量保证措施 QUALITY ASSURANCE MEASURE277.1质量岗位责任制度 Quality Occupational Responsibility System277.2质量专项检查制度 Quality Specific Inspection System277.3施工过程控制措施 Control Measure During Contraction Process298HSE管理措施 HSE MANAGEMENT MEASURE338.1主要危险源及环境因素识别Major Hazard & Environment Factor Identif
7、ication338.2 HSE管理措施 Management Measure338.3 HSE技术措施 HSE (Health & Safety Education) Technical Measure358.4桩机管理措施 Piling Machine Management Measure378.4.1桩机管理台帐 Piling Machine Management List378.4.2桩机使用和维护 Piling Machine Operation and Maintenance388.4.3桩机安装与启用 Piling Machine Installation and Launch3
8、88.4.4操作人员要求 Operator398.5文明施工管理 Civilized Construction Management398.6环境保护措施 Environmental Protection Measures401 编制说明 Compilation Specification 1.1编制依据 Basis of Compilation(1)连云港美盛沃利工程有限公司设计的塞拉尼斯China Lite项目桩基工程图纸。Lubrizol Additive (Zhuhai) Co., Ltd first phase and second phase project pile founda
9、tion engineering construction drawing were designed by Hualu Engineering & Technology Co., Ltd .(2)我公司现行的质量、环境、职业健康安全“三合一”管理手册和程序文件。The current Quality/Environment/Occupational Health Safety (“Three in One”) management manual and procedure document. 1.2采用规范、标准 Regulation &Standard Applied工程测量规范GB500
10、26-2007Code for Engineering Surveying GB50026-2007建筑地基基础工程施工质量验收规范GB50202-2002Code for Building Foundation Engineering Construction Quality Acceptance GB50202-2002建筑桩基技术规范JGJ94-2008Code for Building Pile foundation Technology JGJ94-2008预应力砼管桩10G409Pre-stressed Concrete Tubular pile 10G409建筑桩基检测技术规范J
11、GJ106-2003 Code for Building Pile Foundation Inspection Technology JGJ106-2003施工现场临时用电安全技术规范JGJ46-2005Code for Construction Site Temporary Electricity Safety Technology JGJ46-2005建筑施工现场环境与卫生标准JGJ146-2004Environmental and health standards on Building Construction Site JGJ146-20042 工程概况 Engineering Pr
12、ofile2.1项目概况 Project Profile建设单位:塞拉尼斯(南京)化工有限公司Project Owner: Lubrizol Additive (Zhuhai) Co., Ltd业主代表:北京美盛沃利工程技术有限公司施工单位:湖南建筑工程集团总公司Construction unit: China Industry Geotechnical Engineering Co., Ltd. Hunan CSA Engineering Group Corporation项目地址:广东省珠海市高栏港经济区Project address: Zhuhai GaoLan Port Economi
13、c Zone, Guangdong Province2.2工程量一览表 Bill of Quantities根据招标文件,桩型分别为6根PHC 700 AB(130)和6根PHC 600 AB(130)两种桩型,共12根预应力高强管桩。According to design clarification, three working places are ready for pile foundation construction at present, they are: 01194 Phenoxide product tank filed, o2194 Sulfonate product t
14、ank filed and 06191 Polyisobutylene Succinic Anhydride product filed. Totally there are 262 pieces of tubular piles which are all preloading high-strength concrete tubular piles and are uniformly PHC 500 AB (100 ) type. 管桩工程量一览表如下。Bill of quantities for tubular pile is as follows. 序号桩编号管桩型号桩长(m)数量(根
15、)总长度(m)1TP1aC80 PHC 700 AB 13061161TP1bC80 PHC 700 AB 13061161TP1cC80 PHC 700 AB 130611612TP2aC80 PHC 700 AB 13059159TP2bC80 PHC 700 AB 13059159TP2cC80 PHC 700 AB 130591593TP3aC80 PHC 600 AB 13054154TP3bC80 PHC 600 AB 13054154TP3cC80 PHC 600 AB 130541544TP4aC80 PHC 600 AB 13054154TP4bC80 PHC 600 AB
16、13054154TP4cC80 PHC 600 AB 13054154合计12684No.Location No.Tubular pile typePile tip typeLength (m)Bearing capacity(KN)Qty (piece)Total length (m)1Phenoxide product tank filedPile -1PHC 500 AB 125Cross shape Closed451650934185Pile -2PHC 500 AB 125Cross shape Closed451650290Pile -3PHC 500 AB 125Cross s
17、hape Closed451650290Pile -4PHC 500 AB 125Cross shape Closed4216502842Sulfonate product tank filedPile -1PHC 500 AB 125Cross shape Closed451650632835Pile -2PHC 500 AB 125Cross shape Closed451650290Pile -3PHC 500 AB 125Cross shape Closed4216502843Polyisobutylene Succinic Anhydride product filedPile -1
18、PHC 500 AB 125Cross shape Closed471650853995Pile -2PHC 500 AB 125Cross shape Closed47165010470Pile-3PHC 500 AB 125Cross shape Closed441650288Total 26312011Note (1) Type, length and quantity of the tubular piles are calculated based on currentdrawings. The final data will be based on formal design co
19、nstruction blue print.(2) Each pile position should be numbered like Z1、Z2、Z3 one by one based on unit works. The pile position numbering illustration is shown in the construction records and kept in the handover documents.3 施工组织部署 Construction Organization Allocation3.1 施工技术准备 Construction Technica
20、l Preparation (1) 资料收集 Data Collection自然条件:地质条件;施工图及有关文件;国家、地方、行业相关法规。施工条件:场地概况;施工道路;地上、地下各种管线位置。Environmental condition: geological condition; construction drawings and relevant document; relevant national, local and industrial laws and regulation。Construction condition: site profile, all kinds of
21、above-ground and underground pipes locations.(2) 制定技术方案。正确掌握设计意图,统一技术人员的一致认识,分析施工特点,考虑场地施工条件,制定出合理、可行且符合技术要求的技术方案。Compile technical plan. Work out reasonable, feasible and technically-consistent technical plan through correctly master design intention, unify technicians understanding, analyze constr
22、uction characteristics, and consider site construction condition.(3) 控制点、水准点的设置。复核测量基线、水准基点。应设置稳固的场内控制点。在施工区域附近位置设置控制点、水准点,对控制点进行加固,设立可靠标志,以防破坏。Set up of control point and bench mark. Double check measuring base line and bench mark. Stable control points should be established within the field. Set u
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