下载后可任意编辑万科河运校项目一期基础施工方案12024 年 6 月 23 日下载后可任意编辑目 录 一、 编制依据 ··········································2二、 工程概况··········································2三、 工程重点及难点分析 ································3四、 施工部署 ··········································3五、 施工工艺流程 ······································5六、 施工准备 ··········································6七、 施工方案的选择 ····································722024 年 6 月 23 日下载后可任意编辑八、 主要施工方法 ······································10九、 质量保证措施 ······································24十、 安全保证措施 ······································26十一、 进度保证措施 ····································28十二、 工程质量检验与验收······························28十三、 基础工程检验批划分及试验检验····················29十四、 成品保护措施 ····································3032024 年 6 月 23 日下载后可任意编辑一、 编制依据( 一) 、 万科河运校项目一期基础施工图。( 二) 、 勘察院提供的《万科河运校项目一期地质详勘报告》为依据。( 三) 、 万科河运校项目一期规划局提供的测量放线成果图。( 四) 、 国家现行工程质量验收标准及施工验收法律规范。二、 工程概况( 一) 地质概况拟建场地平面上呈近似正方形, 属剥蚀残丘斜坡地貌, 原属重庆交通大学( 大坪校区) , 场地现状东北部及中部水塘处地势低, 标高约为305.5～309.0m; 场地西南部及东南部地势较低, 标高约为 311.0m; 场地北部及西部地势高, 标高约...
