2021年人工挖孔桩专项施工方案及对策及对策.pdf

-可修编-中金黄金矿业 XX 公司尾砂充填站工程人 工 挖桩 专 项施 工案编制人：审核人：审批人：编制单位：中十冶集团XX 编制日期：2016年 05 月 25 日精品w o r d 可编辑资料-第 1 页，共 23 页-.-.word.zl-目录1工程概况 11.1 工程设计简况 11.2人工挖桩设计容 11.3 水文地质情况 11.4 工程特点 22编制说明及依据 错误!未定义书签。2.1编制依据 22.2 采用的技术标准、规23施工方案 错误!未定义书签。3.1工期 33.2主要的施工机具 34挖桩施工工艺 错误!未定义书签。精品w o r d 可编辑资料-第 2 页，共 23 页-文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10文档编码:CH8D3W1H6K5 HG1F6I2J7L9 ZB3J10G9L4B10.-.word.zl-4.1施工流程 44.2施工工艺 54.3 护壁施工 64.4土提升 64.5 钢筋笼制安 64.6桩身混凝土浇筑 74.7 挖桩终验收及成桩的质量检测8挖桩终验收 8成桩质量检测 95施工保证措施95.1质量保证措施 95.2平安保证措施 115.3平安用电技术措施125.4 应急预案 125.5 检测监控责任表176劳动力方案 19精品w o r d 可编辑资料-第 3 页，共 23 页-文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 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ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5 -可修编-1工程概况1.1 工程概况本工程为中金黄金矿业XX 公司尾砂充填站工程，建立场地位于省两当县太阳寺乡，充填站厂房占地面积178.6平米，建筑面积370 平米。厂房主体构造为地上一层，构造形式为钢排架构造，厂房设钢构造尾砂仓2 座，为钢构造特种构造。1.2人工挖桩设计容根据?岩土工程勘察报告?本工程砂仓、厂房柱根底采用人工挖桩非挤土桩根底，桩基编号平面布置图详见附表1。桩端持力层为强风化片岩地勘报告中的 3 层，其端阻力标准值 2000KPa,桩径 1100,单桩承载力特征值1500，扩底 900，不扩底 KN，要求桩端进入强风化片岩不小于1.1 米，桩入土深度约 10米。人工挖桩采用钢板护壁，护壁钢板钢号为Q235B钢，6mm厚钢板卷制，对接剖口焊缝焊牢。1.3 水文地质情况根据岩土土工程勘察报告详勘说明的地层情况从上至下为：第1 层-杂填土：为近几年矿区修建回填，色杂，稍湿，松散多，成分杂乱，顶部为厚约20cm 混凝土地坪。主要以矿渣及碎为主，本层分布全场地，层厚 5.2-7.1m，层底买深 5.2-7.1m，层底标高为 1637.30-1639.26。第2-层含碎粉质黏土：以黄褐色为主，稍湿，可塑状，主要由粉质黏土组成，含多量碎，底部碎含量较大，局部为含粉质黏土碎。本层分布全场地，精品w o r d 可编辑资料-第 5 页，共 23 页-文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5.-.word.zl-厚度变化较大，层厚 1.9-3.2m，层底埋深 7.7-9.0，层底标高为 1635.40-1636.71m。第3-强风化片岩：灰绿色、变晶构造、片理构造，片理面可见大量绢云母及绿泥。节理裂隙较发育，岩风化强烈，岩芯呈碎块、碎片状。本层分布全场地，勘察期间钻未揭穿底板，最大揭露厚度为5.1m；1.4 工程特点本工程场地为近几年矿区修建回填，松散多，成分杂乱。设计持力层为强风化片岩，具有一定的力学强度，桩一经历收，应及时进展下道工序施工。2.编制说明及依据2.1编制依据1中金黄金矿业 XX 公司尾砂充填站工程设计图纸；2中金黄金矿业 XX 公司尾砂充填站工程岩土工程勘察报告；2.2 采用的技术标准、规(1)?建筑桩基技术规?JGJ94-2008(3)?建筑地基根底施工质量验收规?GB50202-2002(4)?建筑机械使用平安技术规程?JGJ33-2012(5)?建立工程施工现场供用电平安规?GB50194-2002(6)?钢筋焊接及验收规程?JGJ18-2012(7)?建筑基桩检测技术规?JGJ106-2003(8)?岩土工程勘察规?GB50021-2009(9)?混凝土构造工程施工质量验收规?GB50204-2011 精品w o r d 可编辑资料-第 6 页，共 23 页-文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5文档编码:CL9P2A9I8Q7 HW10V6M1X6F9 ZS1Y8V9K1J5.-.word.zl-(10)施工组织设计11其他相关、地标准规。3.施工方案3.1工期本工程人工挖桩自2016年 5 月 31日开工至 2016年 6 月 26 日完工，工期27天。3.2主要的施工机具序号名称规格型号单位数量备注1 风镐03-11 台50 2 插入式振动器HZ-50 台5 3 空气压缩机9m3/min 台8 4 汽车吊QY20 辆1 5 钢筋弯曲机GW-40B 台2 6 钢筋切断机640mm 台2 7 电焊机21kw 台3 8 对焊机22KW 台2 9 潜水泵吸型 40m没扬程口径?75台30 10 鼓风机离心式交流台10 11 手推人力车0.3t 辆15 12 钢模套100 14 氧割设备套1 15 卷扬机台8 精品w o r d 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