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时间:2018-09-27
《动测原始记录表178748》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、重庆川东南地质矿产检测中心试桩原始记录表工程名称:顺序号桩号实际桩长(mm)设计桩径及扩底(mm)设计扩底(mm)嵌岩深度设计承载力(KN)施工日期11499.513001002450158902010.10.1215011.412001502000158902010.9.26315110.816001502450158902010.9.26415211.2515002502700282602010.10.3515311.212001502850158902010.10.3615414.013001002450158902010.10.3715512.8130
2、01502300119402010.9.1881568.75900160057202010.9.16918712.8900185057202010.9.251018814.5513001502550158902010.9.16111899.417001502750204002010.10.1121918.317001502750204002010.9.26131927.613001502450158902010.9.261419311.012001502150158902010.9.261519413.313001502750282602010.9.26161
3、958.516001502700180802010.10.1171967.111001002000108002010.10.1181976.2511001501900108002010.10.11919813.02070*11001502200162002010.10.7201997.413001502250138502010.10.1持力层设计混凝土强度单轴抗压强度标准值frk(MPa)测试日期工程地质概况设计单位:建设单位:施工单位:监理单位:填表人:电话:重庆川东南地质矿产检测中心试桩原始记录表工程名称:顺序号桩号实际桩长(mm)设计桩径及扩底(mm)设
4、计扩底(mm)嵌岩深度设计承载力(KN)施工日期12008.72072*11001002350162002010.10.122019.111001502000108002010.10.132024.9511001501900108002010.10.142037.42070*11001002350162002010.10.152047.913001502250138502010.10.1620510.82070*11001002350162002010.10.172066.411001001900108002010.10.182076.751100100190
5、0108002010.10.192086.2511001502100108002010.10.1102096.9511001502100108002010.10.11121010.616001502650180802010.10.11221110.215001502850282602010.10.11321213.911001502350158902010.9.261421311.511001502450158902010.9.161521414.5900160057202010.9.041627414.95900160057202010.10.0417275
6、15.0513001503000158902010.10.081827618.51700250/1501800/2000204002010.10.181927712.616001502700180802010.10.18202787.917001502850204002010.9.28持力层设计混凝土强度单轴抗压强度标准值frk(MPa)测试日期工程地质概况设计单位:建设单位:施工单位:监理单位:填表人:电话:重庆川东南地质矿产检测中心试桩原始记录表工程名称:顺序号桩号实际桩长(mm)设计桩径及扩底(mm)设计扩底(mm)嵌岩深度设计承载力(KN)施工日期12
7、7911.313001002300119402010.9.2822806.0900160057202010.9.28328110.153100*13001502100330002010.9.17428215.8512001502000158902010.10.18528310.4515001502700282602010.10.7628413.112001502300158902010.9.1072859.813002003000158902010.9.10828612.313001502450158902010.9.1092878.2900150150057
8、202010.9.10109712.4
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