钻孔含洛阳铲取土混凝土灌注桩施工记录83.doc

钻孔含洛阳铲取土混凝土灌注桩施工记录83 洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际1xx.3.510.350.3667.1风化岩0.845.211.12xx.3.520.350.3666.9风化岩0.845.211.10.7020.761.0833xx.3.530.350.3667.5风化岩0.84511.10.7630.81.0484xx.3.540.350.3667.6风化岩0.845.511.10.7730.81.0355xx.3.550.350.3667.7风化岩0.845.211.10.7830.821.0476xx.3.560.350.3668风化岩0.845.611.10.8140.91.1067xx.3.570.350.3668.1风化岩0.845.611.10.8240.91.0928xx.3.580.350.36568.2风化岩0.845.511.20.8340.91.0799xx.3.590.350.3668风化岩0.84511.10.8140.861.05710xx.3.5100.350.3668风化岩0.845.211.10.8140.861.057施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际11xx.3.5110.350.3667.1风化岩0.845.211.10.7220.751.03912xx.3.5120.350.36667风化岩0.845.211.10.7360.761.03313xx.3.5130.350.3766.5风化岩0.844.811.10.6990.721.0314xx.3.5140.350.3766.6风化岩0.844.811.10.7090.721.01615xx.3.5150.350.3766.7风化岩0.844.811.10.720.751.04216xx.3.5160.350.3667.5风化岩0.84511.10.7630.811.06217xx.3.5170.350.3667.5风化岩0.84511.10.7630.81.04818xx.3.5180.350.3667.5风化岩0.84511.20.7630.81.04819xx.3.5190.350.3667.5风化岩0.84511.10.7630.81.04820xx.3.5200.350.3667.5风化岩0.84511.10.7630.81.048施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际21xx.3.6210.350.3667.1风化岩0.8545.211.10.7220.81.10822xx.3.6220.350.3666.9风化岩0.8545.211.10.7020.751.06823xx.3.6230.350.3667风化岩0.8545.211.050.7120.751.05324xx.3.6240.350.3667风化岩0.8545.211.050.7120.751.05325xx.3.6250.350.3667风化岩0.8545.211.050.7120.751.05326xx.3.6260.350.3667风化岩0.8545.211.050.7120.751.05327xx.3.6270.350.36567风化岩0.8545.211.050.7280.751.0328xx.3.6280.350.3667.6风化岩0.8545.511.20.7730.911.17729xx.3.6290.350.3767.6风化岩0.8545.511.20.8170.911.11430xx.3.6300.350.3667.6风化岩0.8545.511.20.7730.81.035施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际31xx.3.6310.350.3667.1风化岩0.8545.211.10.7220.761.05332xx.3.6320.350.3666.9风化岩0.8545.211.10.7020.761.08333xx.3.6330.350.36667.7风化岩0.8545.511.10.810.91.11134xx.3.6340.350.36667.7风化岩0.8545.511.10.810.91.11135xx.3.6350.350.36667.7风化岩0.8545.511.10.810.91.11136xx.3.6360.350.36667.7风化岩0.8545.511.10.810.91.11137xx.3.6370.350.36767.75风化岩0.8545.511.10.8240.91.09238xx.3.6380.350.36767.7风化岩0.8545.511.10.8190.91.09939xx.3.6390.350.36767.7风化岩0.8545.611.10.8190.91.09940xx.3.6400.350.36767.7风化岩0.8545.511.20.8190.91.099施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际41xx.3.7410.350.3667.1风化岩0.8545.211.10.7220.771.06642xx.3.7420.350.3666.9风化岩0.8545.211.10.7020.731.0443xx.3.7430.350.35568.1风化岩0.854611.10.8080.91.11444xx.3.7440.350.35568.1风化岩0.854611.10.8080.91.11445xx.3.7450.350.35568.1风化岩0.854611.10.8080.91.11446xx.3.7460.350.35568.1风化岩0.854611.10.8080.91.11447xx.3.7470.350.3668.15风化岩0.854611.10.8290.91.08648xx.3.7480.350.3668.1风化岩0.854611.10.8240.91.09249xx.3.7490.350.3668.2风化岩0.854611.10.8340.91.07950xx.3.7500.350.3668.2风化岩0.854611.10.8340.91.079施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际51xx.3.7510.350.3667.9风化岩0.754611.10.8040.91.11952xx.3.7520.350.3668.2风化岩0.754611.10.8340.91.07953xx.3.7530.350.3668.2风化岩0.754611.10.8340.91.07954xx.3.7540.350.3668.5风化岩0.754611.10.8650.91.0455xx.3.7550.350.3668.2风化岩0.754611.10.8340.91.07956xx.3.7560.350.3668.2风化岩0.754611.10.8340.91.07957xx.3.7570.350.3667.8风化岩0.754611.10.7940.851.07158xx.3.7580.350.3667.8风化岩0.754611.10.7940.851.07159xx.3.7590.350.3667.8风化岩0.754611.10.7940.851.07160xx.3.7600.350.3667.8风化岩0.754611.10.7940.851.071施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际61xx.3.8610.350.3667.1风化岩0.7545.211.10.7220.741.02562xx.3.8620.350.3666.9风化岩0.7545.211.10.7020.741.05463xx.3.8630.350.3666.9风化岩0.754511.10.7020.741.05464xx.3.8640.350.3666.9风化岩0.754511.10.7020.741.05465xx.3.8650.350.3666.9风化岩0.754511.10.7020.741.05466xx.3.8660.350.3666.9风化岩0.754511.10.7020.741.05467xx.3.8670.350.3666.9风化岩0.754511.10.7020.741.05468xx.3.8680.350.3666.9风化岩0.754511.10.7020.741.05469xx.3.8690.350.3667风化岩0.754511.10.7120.741.03970xx.3.8700.350.3666.9风化岩0.754511.10.7020.741.054施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际71xx.3.8710.350.3667.9风化岩0.7745.211.10.8040.91.11972xx.3.8720.350.3668风化岩0.7745.211.10.8140.91.10673xx.3.8730.350.3668.1风化岩0.7745.211.10.8240.91.09274xx.3.8740.350.3668.1风化岩0.7745.511.10.8240.91.09275xx.3.8750.350.3668.1风化岩0.7745.511.10.8240.91.09276xx.3.8760.350.3668.1风化岩0.7745.511.10.8240.91.09277xx.3.8770.350.3668.15风化岩0.7745.511.10.8290.91.08678xx.3.8780.350.3668.1风化岩0.7745.511.10.8240.91.09279xx.3.8790.350.3668.1风化岩0.7745.611.10.8240.91.09280xx.3.8800.350.3668.1风化岩0.7745.511.10.8240.91.092施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际81xx.3.8810.350.3667.7风化岩0.845.211.10.7830.81.02282xx.3.8820.350.3669风化岩0.84711.10.9160.951.03783xx.3.8830.350.36569风化岩0.84711.10.9360.951.01584xx.3.8840.350.3669风化岩0.84711.10.9160.951.03785xx.3.8850.350.3669风化岩0.84711.10.9160.951.03786xx.3.9860.350.3669风化岩0.84711.10.9160.951.03787xx.3.9870.350.36569风化岩0.84711.10.9360.951.01588xx.3.9880.350.3669风化岩0.84711.10.9160.951.03789xx.3.9890.350.3669风化岩0.84711.10.9160.951.03790xx.3.9900.350.3669.5风化岩0.847.511.10.9661.11.139施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际91xx.3.9910.350.3669风化岩0.84711.10.9161.051.14692xx.3.9920.350.3669.2风化岩0.84711.10.9361.051.12293xx.3.9930.350.3669.2风化岩0.84711.10.9361.051.12294xx.3.9940.350.3669.2风化岩0.84711.10.9361.051.12295xx.3.9950.350.3669.35风化岩0.84711.10.9511.051.10496xx.3.9960.350.3669.35风化岩0.84711.150.9511.051.10497xx.3.9970.350.3669.35风化岩0.84711.150.9511.051.10498xx.3.9980.350.3669.35风化岩0.84711.150.9511.051.10499xx.3.9990.350.3669.35风化岩0.84711.150.9511.051.104100xx.3.91000.350.3669.35风化岩0.84711.150.9511.051.104施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际101xx.3.91010.350.36769.6风化岩0.847.511.11.0211.11.077102xx.3.91020.350.36769.6风化岩0.847.511.11.0211.11.077103xx.3.91030.350.36769.9风化岩0.847.511.11.0521.11.046104xx.3.91040.350.367610风化岩0.847.511.11.0631.11.035105xx.3.91050.350.367610.1风化岩0.847.511.11.0741.11.024106xx.3.91060.350.367610.1风化岩0.847.511.11.0741.11.024107xx.3.91070.350.367610.1风化岩0.847.511.11.0741.11.024108xx.3.91080.350.367610.1风化岩0.847.511.11.0741.11.024109xx.3.91090.350.367610风化岩0.847.511.1110xx.3.91100.350.367610风化岩0.847.511.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际111xx.3.101110.350.36769风化岩0.847.511.11.0211.11.077112xx.3.101120.350.36769风化岩0.847.511.11.0211.11.077113xx.3.101130.350.36769风化岩0.847.511.11.0521.11.046114xx.3.101140.350.36769风化岩0.847.511.11.0631.11.035115xx.3.101150.350.36769风化岩0.847.511.11.0741.11.024116xx.3.101160.350.36769风化岩0.847.511.11.0741.11.024117xx.3.101170.350.36769风化岩0.847.511.11.0741.11.024118xx.3.101180.350.36769风化岩0.847.511.11.0741.11.024119xx.3.101190.350.36769风化岩0.847.511.1120xx.3.101200.350.36769风化岩0.847.511.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际121xx.3.101210.350.36767.2风化岩0.84611.11.0211.11.077122xx.3.101220.350.36767.2风化岩0.84611.11.0211.11.077123xx.3.101230.350.36767.2风化岩0.84611.11.0521.11.046124xx.3.101240.350.36767.2风化岩0.84611.11.0631.11.035125xx.3.101250.350.36767.2风化岩0.84611.11.0741.11.024126xx.3.101260.350.36767.2风化岩0.84611.11.0741.11.024127xx.3.101270.350.36767.2风化岩0.84611.11.0741.11.024128xx.3.101280.350.36767.2风化岩0.84611.11.0741.11.024129xx.3.101290.350.36767.2风化岩0.84611.1130xx.3.101300.350.36767.2风化岩0.84611.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际131xx.3.111310.350.36767.8风化岩0.84611.11.0211.11.077132xx.3.111320.350.36767.8风化岩0.84611.11.0211.11.077133xx.3.111330.350.36767.8风化岩0.84611.11.0521.11.046134xx.3.111340.350.36767.8风化岩0.84611.11.0631.11.035135xx.3.111350.350.36767.8风化岩0.84611.11.0741.11.024136xx.3.111360.350.36767.8风化岩0.84611.11.0741.11.024137xx.3.111370.350.36767.8风化岩0.84611.11.0741.11.024138xx.3.111380.350.36767.8风化岩0.84611.11.0741.11.024139xx.3.111390.350.36767.8风化岩0.84611.1140xx.3.111400.350.36767.8风化岩0.84611.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际141xx.3.111410.350.3668风化岩0.84611.11.0211.11.077142xx.3.111420.350.3668风化岩0.84611.11.0211.11.077143xx.3.111430.350.3668风化岩0.84611.11.0521.11.046144xx.3.111440.350.3668风化岩0.84611.11.0631.11.035145xx.3.111450.350.3668风化岩0.84611.11.0741.11.024146xx.3.111460.350.3668风化岩0.84611.11.0741.11.024147xx.3.111470.350.3668风化岩0.84611.11.0741.11.024148xx.3.111480.350.3668风化岩0.84611.11.0741.11.024149xx.3.111490.350.3668风化岩0.84611.1150xx.3.111500.350.3668风化岩0.84611.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际151xx.3.121510.350.3669.1风化岩0.847.511.11.0211.11.077152xx.3.121520.350.3669.1风化岩0.847.511.11.0211.11.077153xx.3.121530.350.3669.1风化岩0.847.511.11.0521.11.046154xx.3.121540.350.3669.1风化岩0.847.511.11.0631.11.035155xx.3.121550.350.3669.1风化岩0.847.511.11.0741.11.024156xx.3.121560.350.3669.1风化岩0.847.511.11.0741.11.024157xx.3.121570.350.3669.1风化岩0.847.511.11.0741.11.024158xx.3.121580.350.3669.1风化岩0.847.511.11.0741.11.024159xx.3.121590.350.3669.1风化岩0.847.511.1160xx.3.121600.350.3669.1风化岩0.847.511.1施工单位检查评定结果项目专业技术负责人年月日监理(建设)单位验收结论监理(建设)项目部(章)项目专业监理工程师（建设单位项目技术负责人）年月日施工单位检查记录人监理（建设）单位旁站监督人洛阳铲取土混凝土灌注桩施工记录湘质监统编施xx-50工程名称超凡有机肥有限公司仓库施工单位长沙春华建筑有限公司桩机规格型号桩管外径35cm主筋直径及根数612箍筋直径及间距6200地面标高-1.2m桩顶标高-1.5m砼设计强度等级C30序号施工日期桩位编号桩孔径（cm）桩孔长度桩底持力层桩底沉碴处理情况钢筋笼长度(m)箍筋加密长度(m)实测桩孔体积(m3)实际浇注砼量(m3)充盈系数(K)留置试块桩号验收记录设计实测设计实测土质名称进入深度(m)设计实际设计实际161xx.3.121610.350.36768.8风化岩0.84611.11.0211.11.077162xx.3.121620.350.36768.8风化岩0.84611.11.0211.11.077163xx.3.121630.350.36768.8风化岩0.84611.11.0521.11.0