扬巴一体化石化基地项目施工执行方案.doc

陕 西 省 机 械 施 工 公 司 BASF-YPC Company Limited; IPS ExpansionProjectSHAANXI MECHANIZED CONSTRUCTION CORP Project Execution plan ，Page 57 of 57陕西省机械施工公司SHAANXI MACHINERY CONSTRUCTION COMPANY扬巴一体化石化基地项目BASF-YPC Integrated Petrochemical Site Project 施工执行方案Project Execution Plan合同号：ISP-0000-20-C080Contract No: ISP-0000-20-C080安全：Safety质量：quality施工：constructionA09.06.05PEP-SMCC-015版次Revision日期Date文件号Document No.编制人Author审批人ApproverIET 审批人IET ApproverProject Execution plan- Beu CIS test pile目 录Content 第一章 编制依据Chapter One Compilation Basis第二章 工程概况- Chapter Two Project Profile第三章 施工准备- Chapter Three Preparations for Construction（一） 施工技术准备Technical Preparations for Construction（二） 施工现场准备Preparations for Construction Site（三） 物资准备Preparation of materials（四） 施工测量准备Preparations for Construction Measuring（五） 其他准备Other preparations第四章 项目管理组织机构Chapter Four Project Management Organization Structure第五章 施工机械配备及劳动力计划Chapter Five Construction Mechanical Equipment and Manpower Plan第六章 施工工艺及工序流程Chapter Six Construction Process and Procedure第七章. 施工过程关键点质量控制Chapter Seven QA/QC in Key Construction Process第八章 工程质量保证体系及措施Chapter Eight Project Quality Assurance System and Measurement 第九章 安全文明施工Chapter Nine Safety and Housekeeping at Construction Site第十章 夜间施工措施Chapter Ten Night work measures第十一章 雨季施工措施Chapter Eleven Rainseason Construction Measures第十二章 泥浆运输Chapter Twelve Clay removal 第十三章 施工进度计划Chapter Thirteen Construction Schedule Plan第一章 方案编制依据Chapter One CompilationBasis1、工程投标文件及桩位平面图、工程桩详图1. Project Contract documents as well as pile layout and pile details2、建筑地基基础工程质量验收规范（GB50202-2002）2. Code for Acceptance of Construction Quality of Building Foundation (GB50202-2002)3、建筑桩基技术规范（JGJ94-08）3. Technical Code for Building Pile Foundation (JGJ94-08)4、混凝土结构工程施工质量验收规范（GB50204-2002）4. Code for Construction Quality Acceptance of Concrete Structure Engineering (GB50007-2002)5、工程测量规范（GB50026-2007）5. Code for Engineering Surveying (GB50026-2007)6、建筑机械使用安全技术规范（JGJ33-2001）6. Technical Specification for Safety Operation of Construction Machinery (JGJ33-2001)7、建筑工程施工质量验收统一标准（GB50300-2001）7. Uniform Standard for Construction Quality Acceptance of Building Engineering (GB50300-2001)8、建设工程项目管理规范（GB/T50326-2001）8. Code of Construction Project Management (GB/T50326-2001)9、钢筋焊接头试验方法（JGJ/T27-2001）9. Standard for Test Methods of Welded Joint of Steel Bars(JGJ/T27-2001)10.钻孔灌注桩施工规程DGJ08-202-200110. Construction Standard for Cast-in-Situ Piles DGJ08-202-200111.钢筋焊接及验收规范JGJl8-9611、Standard for Rebar Welding and Acceptance JGJl8-9612.混凝土质量控制标准GB50164-9212. QA/QC Standard for Concrete GB50164-9213.普通混凝土用砂质量标准及检验方法JGJ52-9213. QA/QC Standard and Acceptance Measures for Sand in Normal Concrete JGJ52-9214、建设工程文件归档整理规范（GB/T50328-2001）14. Code for Construction Project Document Filing and Arrangement (GB/T50328-2001)15、本单位管理体系文件（质量管理手册和HSE管理手册）15 Company management system document (quality management manual and HSE management manual)第二章 工程概况Chapter Two Project Outline一、 工程概况. Project overview1.1工程范围及工作量工程内容2：钻孔灌注桩工程Scope of Work 2: 1.2工程量如下：1.2 Engineering work amounBeu CIS test pile工程量序号No工程名称project name桩径米数量amount工程量（米）备注remark1Beu CIS test pile600366216钻孔灌注桩CIS piling includes2Beu CIS test pile600456270钻孔灌注桩CIS piling includes二、 场地工程地质条件II. Site engineering geological conditions and hydro-geological conditions根据初勘和试桩区的勘测成果，场地勘测深度范围内地基土层主要由杂填土，素填土，粉质黏土，粉砂、粉质黏土，淤泥质粉质粘土与粉土互层，粉砂夹粉质粘土，粉质粘土夹粉土、细砂，粉、中度风化粉砂质泥岩等组成。Based on the results of the preliminary survey and pile testing report, feature of the rock-soil of the borehole columnar secion are described as follows: miscellaneous fill, plain fill, silty clay, silty sand, silty soil, mucky silty clay and silty clay layer, silty sand mixed with silty clay, silty clay mixed with silty sand, fine sand, silty sand, and medium weathered silty mudstone.各地层工程地质特性，详见岩土工程勘察报告。For the detailed geological features, please refer to the geotechnical survey report.第三章 施工准备Chapter Three Preparations for Construction一、技术准备I. Technical preparation1、承包商项目部和项目公司举行开工会，以确保对所有要求有清楚的理解。1. The project department of the contractor and the project company hold the kick-off meeting, to ensure all requirements are understood clearly.2、认真熟悉图纸，做好图纸会审。2. Familiarize with drawings and carry out proper joint review of drawings.3、对施工人员进行有针对性的施工组织设计或施工方案技术交底，内容包括：工程施工进度计划，分项工程的施工工艺标准及安全保证措施，质量标准和验收规范等。3. Clarify pertinent technical details of construction organization design and construction scheme to construction personnel, including: construction schedule, construction process standard and HSE assurance measures, QA and acceptance standard.4、做好测量放线及定位工作，对周围邻近建筑物布置沉降及位移观测点。4. Carry out proper measurement, setting-out, and positioning. Arrange settlement and displacement observation points at nearby buildings.5、地下障碍物调查：根据业主提供的场区地下管线、构筑物的详细位置及不明地下障碍物进行现场探测工作（包括其深度、位置及走向），做好定位标志，并向施工技术人员作书面和现场的确认交底。5. Investigation of underground obstacles: according to detailed positions of site underground pipelines and structures provided by Owner, and unidentified underground obstacles, carry out site detection (including depth, position, and routing thereof), make proper positioning signs, and confirm details to construction technical personnel in written form and on site. 6.做好一切试验工作，如钢筋复试、砂石料试验等。6. Finish all the testing work, such as rebar test and sand test.7对进场的所有人员进行安全、防火和文明施工教育，及时办理建设单位各种施工手续（动土证、动火证、作业证）。7. Organize safety, fire prevention and housekeeping training to all the staff. Apply for all kinds of permits necessary for work (permit to exavation, permit to hot work, and permit to work)8、施工前，项目经理部根据业主对该工程的工期要求，作好施工工作计划，该计划主要反映开工前、施工中必须做的有关工作，内容如下：8. Before construction, the Project Management Dept. shall prepare a work plan for the whole project, which shall mainly reflect relevant work necessary before and during construction. Contents are as follows:. 施工前根据地质勘察报告对各施工部位地段进行详细的了解。（1）Before construction, understand details of each construction location according to geologic investigation report.施工前，应从甲方处接收轴线基准点、高程测量控制点，并进行复核签证。轴线的定位点及水准点，应设置在施工场区附近不受施工影响，并在施工现场布设测量控制网。(2) Before construction, obtain information of axis benchmarks and elevation measurement control points from Party A and verify the same. Axis positioning points and benchmarks shall be arranged on site where not affected by construction. In addition, surveying control network shall be provided on construction site.根据有关施工标准、验收规范、质检部门及档案部门的要求，按技术管理资料、质量保证资料及验收评定资料三类资料编制或购买各种专用表格，施工前各种表格应备齐，工地办公室应张挂桩位图、大样图、施工进度表，施工记录汇总表及施工场区平面布置图等。(3) According to requirements by relevant construction standards, acceptance codes, quality inspection department, and archiving department, prepare or purchase various special forms for 3 types of information: technical management information, quality assurance information, and acceptance evaluation information. Before construction, these forms shall be complete, and in site offices, pile position drawing, big sample drawing, construction progress schedule, construction record summary table, and construction site plane arrangement drawing etc. shall be posted.施工前各项准备工作完毕后，项目经理应填写开工通知单、报送监理工程师、业主批准。(4) Before construction, after various preparations are complete, the project manager shall fill out a Commencement Notification Sheet for approval by the supervision engineer and Party A.二、 现场准备III. Site preparations1、报安全方案并对施工人员进行安全技术交底，进行安全培训，办理人员、机械进场相关手续。（详见安全方案）1. Submit the safety plan, inform the construction staff the safety plan technology, carry out safety orientation to the construction staff and labor, perform self-inspection to ensure proper working condition, go through the procedure for labor and equipment mobilization.2. 在三通一平的基础上，规划好施工现场平面布置（见附图二），采用彩钢板进行施工场地围挡。根据施工平面布置图布置材料堆放、发电机棚、电焊机棚并按施工要求接好电源。2. Based on “connection of the 3 utilities and site leveling”, set up construction site enclosure railing. According to construction plane arrangement drawing, arrange generator shed, electric welding machine shed, and connect electric power and water supply according to construction requirements.3、提前做好泥浆循环池及中转池，循环池和中转池分别在现场挖设，尺寸暂定为长2米、宽2米、深1米和长6米、宽4米、深4米，采用砖砌。4、为确保工程桩施工顺利进行，进场前应作好充分准备。对施工场地作出必要的规划，焊制钢筋笼、排浆、照明等施工用电，为确保钻机设备移位时的安全、文明标化现场要求。现场配置 1 台200KW发电机组，确保施工用电；敬请甲方指定现场施工用水位置，以保证用水满足施工要求。4. To ensure smooth construction of engineering piles, full preparation is required before mobilization to site. Necessary planning shall be made for construction site. Electricity for welding steel cages, slurry discharge and illumination should be ready to ensure the safety of moving drilling machines, and doing mark up in a civilized manner. One set of 200KW generator shall be provided to ensure the electricity supply for construction.三、物资准备III. Preparation of materials根据施工图上工程量、施工进度计划要求以及现场堆放场地条件编制的材料需用量，联系好合格材料供货商，合理安排施工物资及时进场，保证施工正常进行。According to materials demand plan and machinery/equipment mobilization plan prepared before construction, arrange timely mobilization of construction materials to site.四施工测量准备IV Construction measurement preparation1、熟悉施工坐标系统及标高系统，必要时进行正确换算，与业主/监理进行测量控制点交接，建立本工程测量控制网，以便准确、方便地测放桩位及控制桩顶标高；1. Get familiar with coordinate and elevation system so that the conversion can be doneif necessary. Discuss with owner/supervisor on measurement control points to establish measurement control network for this project so that positioning and elevation of the piles can be accurately done2对投入本工程的所有计量器具按规定进行检定或标定；2. Conduct calibration and inspection towards measurement devices used in the project.3准备各类测量仪器的配套器材；3. Prepare all the accessories for measuring devices.五、其他准备. Other preparations1、提前办好夜间施工、泥浆（渣土）清运的特批批文。1. Obtain special approval of night construction and clearing/transport of slurry (slag soil) in advance.2、主动与周边施工单位联系，制定共用场地、共用道路的使用方案，最大限度地减少互相影响。2. Contact surrounding construction units in an active manner to determine scheme of shared sites and roads and to avoid mutual interference to the maximum extent.3、联系好泥浆消纳场地，并确定好场外运输路线,积极与当地公安、交通、环保、市容等部门联系，办理各种相关手续。3 Contact and determine slurry disposal field, determine line of transport to such field, and actively contact local police, traffic, environmental protection, and townscape departments to obtain various related procedures.第四章 项目管理组织机构Chapter Four Project Management Organization Structure一：项目部组织机构一：Organizational Structure o f the Project Management根据本工程具体特点，项目部的组织机构形成项目经理领导下的分工负责制,项目部设项目经理1人, 施工经理1人，质量经理1人，安全经理1人，商务经理1人，施工员2人，质检工程师 2人，安全工程师1人，资料主管1人，费用控制工程师1人，进度控制工程师1人详见下页项目部组织机构图。Based on the specific features of the project, project team includes the following members: project manager (1 person), construction manager (1 person), QA/QC manager (1 person), commercial manager (1 person), construction staff (2 persons), QC engineer (2 persons), HSE engineer (1 person), document staff (1 person), cost control engineer (1 person), and progress control engineer (1 person) . For the detailed organizational structure, please refer to the organizational structure chart. 项目组织管理机构项目经理施银良施工经理邱军锋安全经理车利军质量经理赵文社商务经理曾渝硖赵 晓 玲资 料 主 管作业班组施 文 忠质 检 工 程 师何 旭费用控制工程师张 超进 度 工 程 师梁 彦 华安 全 工 程 师李 鹏 飞施 工 员王 鹏施 工 员Organizational Structure o f the Project ManagementProject managerShi YinliangConstruction manger Qiu JunfengHSE managerChe LijunQA/QC managerZhao WensheCmmercial manager Zeng YuxiaZhao xiaolinDocument staff Construction crewsShi WenzhongQC engineer He XuCost control engineerProgress control engineer Zhang ChaoLiang YanhuaHSE engineer Li PengfeiConstruction staff WangPengConstruction staff 项目组织机构人员名单Staff members of the project teamNoTitle NameTitle Working YearContact Tele.1项目经理 Project manager施银良Shi Yinliang工程师engineer 23133760616882施工经理 construction manager邱军锋Qiu Junfeng高级工程师Senior engineer15135051932053质量经理QA/QC manager赵文社Zhao Wenshe工程师Engineer 14138517443964安全经理HSE manager车利军Che Lijun安全工程师HSE engineer6133909188655商务经理Commercial manager曾喻峡Zeng Yuxia高级工程师Senior engineer15136051422826费用控制工程师Cost control engineer何旭He Xu助理工程师Associate engineer5130625996517进度控制工程师Progress control engineer 张超Zhang Chao助理工程师Associate engineer5139159992358资料主管Document staff 赵晓玲Zhap xiaolin助理工程师Associate engineer413851401221二：此分项执行人员配备二：Exeution staff for the item根据此分项工程特点，本分项配备2名施工员，1名质检员，2名安全员，1名测量人员，详见下页项目部组织机构图。Based on the features of the work item.the following staff are needed to complete the work:construction staff ,QA/QC steff ,HSE staff ,surveyor ,For the defclihed ,please refer to the organizationed structure chant:分项组织管理机构梁 彦 华安 全 员任 远 军安 全 员宋 江 波施 工 员赵 晓 玲质 检 员曾 华 晨施 工 员各 施 工 班 组Organizational Structure o f the subentryLiang yanhuasafety manRen yuanjunsafety manSong jiangboConstruction staffZhao xiaolingquality inspectorZeng huachenConstruction staffConstruction crewsConstruction crews项目组织机构人员名单Staff members of the project teamNoTitle NameTitle Working YearContact Tele.1施工员（白班）Construction staff（day）宋江波Song jiangbo213770693739施工员（晚班）Construction staff(night)曾华晨Zeng huachen52质检员quality inspector赵晓玲Zhao xiaoling313851401221 3安全员（白班）safety man（day）梁彦华Liang yanhua10安全员（晚班）safety man(night)任远军Ren yuanjun 4测量人员（白班）survey crew（day）赵冒勤Zhao maoqin1113451936658 测量人员（晚班）survey crew(night)由晚班施工员测量孔深、孔底沉渣、钢筋笼笼顶标高。The night workers are responsible for measuring the hole, leavings at the bottom of the hole and top elevation of steel cage 第五章 施工机械配备及劳动力计划Chapter Five Construction Mechanical Equipment and Manpower Plan一、 计划投入的主要施工机械一、 Major construction mechanical equipment input plan为了工程需要，我公司投入先进的配套齐全的机械设备进场，从而加快工程进度，确保工程质量，机械设备配备体现合理高效、优化的原则。SMCC will use advanced mechanical equipment with correct specification to accelerate the project process and ensure the project quality based on the principles of high efficiency and optimization.根据本工程实际情况,计划暂时配备2台钻孔机械，1台16T汽车吊、3台运输车，同时测量设备配备全站仪 、经纬仪、水平仪、塔尺等。According to the specific condition of the project, the present project requires two drilling machines (after finishing CW3 construction one machine will be moved to CW1), one auto crane (16T), and three carrier vehicles along with small-scale excavator. Measurement devices include total station, theodolite, gradienter and telemeter rod拟投入的机械设备详见主要施工机械设备表The following table presents the list of equipments planned to be used in the project:计划投入的主要施工机械表Machine Input Plan序号No.机械装备（试验仪器）名称Machine and equipment (testing device)型号规格specification数量amount国别产地Place of origin 制造年份Year of manufacture 额定功率(KW)Power rating 生产能力M/HCapacity 备注Remarks 1钻孔机Drilling machineGPS-102国产China60钻 孔Drilling holes2汽车吊Auto crane16T1日产Japan1998180组装机械，配合下钢筋笼，导管Machine assembly and still cage and vessel 3运输车Carrier vehicle3 运输材料、泥浆Delivering materials and mud 4发电机Generator 200KW1 发电Power generating 5电焊机Welding machine4上海Shanghai200320制做、焊接钢筋笼Make and weld Steel cage6全站仪total stationNIS352 1国产China 2007测量Measuring 7水准仪theodoliteDS32苏州Suzhou测量Measuring 8泥 浆 泵Mud pump3PNL4泥浆外运Mud transport二、劳动力投入计划. Labor plan组织安排有类似施工经验人员进场，全面履行合同条款，确保工程优质、安全，并提前完成工程任务。特殊岗位人员均实行挂牌上岗。劳动力安排见下表：The project team will send experienced staff to the site to implement contract terms and ensure the quality and HSE of the project. Staff in special position requires qualification certificate. The specific allocation of labor is shown in the following table:本工程劳动力计划配备表Labor Input Plan序号No工种 Job position 人数Amount of labor 1钻孔机司机 driver of drilling machine62运输车汽车司机 driver of carrier vehicles63电焊工 welder 64普工worker of no speciality 105测量工 surveyor 1第六章、施工工艺及工序流程V .Construction process and procedure一、钻孔灌注桩施工工艺：I. Construction process for bored cast-in-place concrete piles:1、桩位测放与护筒埋设1. Measurement and setting-out of pile positions and burying of protective cylinders 测量人员根据甲方提供轴线位置用TOPCOM全站仪设置控制点，用极坐标法定位，准确放线，定桩位中心线和桩位中心，并打入短钢筋，做好标志。(1) Measurement personnel shall use TOPCOM total station to set up control points according to axis position provided by Party A, carry out positioning using polar coordinate method, and carry out accurate setting-out, to determine pile position centerlines and centers. Drive short rebars into ground at such positions as marking.埋设护筒 Burying of protective cylinders护筒规格800，长1米，并在其出口人工挖设沟槽连接至循环池。.护筒就位后周围用土埋实，并定好桩中心点位，其偏差不得大于2cm，埋设过程中做双护栏的硬围护。测量护筒口高程，报请监理复核验收。The specification of 1-meter long protective cylinders is 800, and a groove should be dug at its mouth in order to link the circle pond. Then bury protective cylinders and fix the center point of piles, and the deviation should not be more than 2cm. In the process of burying, steel fences are needed. After measuring the height of protective cylinders, 2、钻机就位2. Positioning of boring machines首先平整好施工桩位的场地，根据现场情况垫好方木。钻机就位后，其转盘中心与桩径中心误差不允许超过5mm，钻机用水平尺校正，使钻机水平、稳固。First, level site at positions of