抗浮锚杆施工记录表最新文档(可以直接使用，可编辑最新文档，欢迎下载）工程名称施工部位4#楼承台监理单位钢筋数量：2根/孔钻机型号XU-100施工单位钢筋直径：28mm钢筋型号HRB400E设计孔径130mm序号锚杆编号注浆日期地层类别尺寸（m）钻孔长度（m）孔口标高（梁底）钢筋总长备注粉质粘土及强风化中风化层14#26-16.03.04.65.85.7224#26-26.03.05.75.86.8234#26-31.63.03.55.84.6244#30-15.63.13.25.84.3254#30-23.13.04.05.85.1264#30-34.13.14.05.85.1274#30-45.03.04.05.85.1284#31-21.23.04.65.85.7294#31-32.33.04.65.85.72104#32-15.83.15.05.86.12114#32-24.13.03.85.84.92124#32-32.33.05.55.96.62134#33-33.33.13.95.95.02144#13-26.03.09.05.810.12154#13-36.03.09.05.810.12164#12-21.63.04.15.85.22174#12-35.63.18.15.89.22184#11-23.13.06.15.87.22194#11-34.13.17.25.88.32204#11-45.03.08.05.89.12抗浮锚杆钻孔施工记录表编号：记录：施工员签证：监理签证：抗浮锚杆施工方案第页目录TOC\o”1-2"\h\zHYPERLINK\l”_Toc52171010”第一章施工条件PAGEREF_Toc52171010\h3HYPERLINK\l"_Toc52171011"一、编制依据PAGEREF_Toc52171011\h3HYPERLINK\l”_Toc52171012"二、工程概况PAGEREF_Toc52171012\h3HYPERLINK\l”_Toc52171013"三、地层概况PAGEREF_Toc52171013\h4HYPERLINK\l”_Toc52171014"四、水文地质情况PAGEREF_Toc52171014\h5HYPERLINK\l”_Toc52171015"第二章抗浮桩（锚杆）设计与基本试验PAGEREF_Toc52171015\h6HYPERLINK\l”_Toc52171016"一、抗浮锚杆结构设计主要参数PAGEREF_Toc52171016\h6HYPERLINK\l"_Toc52171017"二、抗浮锚杆拉力设计参数PAGEREF_Toc52171017\h6HYPERLINK\l"_Toc52171018”三、抗浮锚杆基本试验PAGEREF_Toc52171018\h7HYPERLINK\l"_Toc52171019”第三章施工组织和措施PAGEREF_Toc52171019\h10HYPERLINK\l”_Toc52171020"一、施工准备PAGEREF_Toc52171020\h10HYPERLINK\l”_Toc52171021"二、施工进度安排PAGEREF_Toc52171021\h13HYPERLINK\l"_Toc52171022"三、抗浮桩锚杆施工工艺流程、技术参数PAGEREF_Toc52171022\h14HYPERLINK\l"_Toc52171023”四、排污措施PAGEREF_Toc52171023\h20HYPERLINK\l"_Toc52171024"五、应急措施PAGEREF_Toc52171024\h20HYPERLINK\l”_Toc52171025”六、成品保护措施PAGEREF_Toc52171025\h20HYPERLINK\l”_Toc52171026”七、施工组织措施PAGEREF_Toc52171026\h23HYPERLINK\l"_Toc52171027”第四章工程施工质量保证措施PAGEREF_Toc52171027\h25HYPERLINK\l"_Toc52171028”一、质量控制措施PAGEREF_Toc52171028\h25HYPERLINK\l”_Toc52171029"二、质量保证具体内容PAGEREF_Toc52171029\h26HYPERLINK\l"_Toc5217