静压桩旁站记录.docx

1、静压桩旁站记录旁站记录表 工程名称：南京城南生活垃圾转运站 编号：A601中转车间静压桩:预应力管桩,设计桩型:PHC-500(100) AB -C80;设计桩长23米;桩数176根;管桩4050米;极限承载力特征值1450KN;最终压桩力2900KN;桩端持力层为层,预应力管桩生产厂家:江苏建华管桩有限公司; 静压桩机类型DTZ818型;接桩形式:CO2气体保护焊; 水准仪1台;挖机1台;回弹仪1台;桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注17623360.850001.950.55未到设计标高14023360.850001.950.55

2、未到设计标高9023295.25002.451.952.458923295.25001.951.951.958823295.25001.951.951.958723311.65001.951.951.958523311.65001.951.951.958623328.05001.951.951.959123328.05001.951.951.959223328.05001.951.951.9513923360.85001.351.951.35未到设计标高本页汇总11棵施工情况：现场施工人员17人; 静压机1台; 发电机组1台;施工工艺为:测定桩位压装机就位调平验桩吊桩桩就位、对中调直压桩(接桩

3、) 送桩记录拨送桩杆.压桩时,各工序连续进行,严禁中途停压.旁站监理情况：1、桩定位控制；2、压桩过程检验；3、焊接桩检验；4、压桩过程中检查压力、桩垂直度、接桩间歇时间、桩的连接质量及压入深度。发现问题及处理情况：176、140、139未到设计标高,但最终压力值达到360.8T;超过最终压桩力2900KN的设计值;旁站监理人员（签字）： 2014年6月19日 江苏省住房和城乡建设厅监制旁站记录表 工程名称：南京城南生活垃圾转运站 编号：A602中转车间静压桩:预应力管桩,设计桩型:PHC-500-AB-(100)-C80;设计桩长23米;桩数176根;极限承载力特征值1450KN;最终压桩力

4、2900KN;桩端持力层为层,预应力管桩生产厂家:江苏建华管桩有限公司; 静压桩机类型DTZ818型;接桩形式:CO2气体保护焊; 水准仪1台;挖机1台;回弹仪1台;桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备注17523360.85000.151.950.15未到设计标高17423360.85000.451.950.45未到设计标高17323295.25001.951.951.9514923295.25001.951.951.9514823295.25001.951.951.9514723360.85001.251.951.25未到设计标高146

5、23360.85001.251.951.25未到设计标高14423328.05001.951.951.9514523328.05001.951.951.9514323360.85001.451.951.45未到设计标高14223360.85000.151.950.15未到设计标高14123360.85001.301.951.30未到设计标高13723328.05001.951.951.9513823328.05001.951.951.9513623328.05001.951.951.9513523328.05001.951.951.959623360.85000.951.950.95未到设计标

6、高9523360.85001.051.951.05未到设计标高9423360.85000.951.950.95未到设计标高9323360.85000.751.950.75未到设计标高8423328.05001.951.951.958323360.85000.751.950.75未到设计标高8223360.85000.851.950.85未到设计标高8123360.85000.751.950.75未到设计标高3823328.05001.951.951.953723295.25001.951.951.953623295.25001.951.953523295.25001.951.953323295

7、.25001.951.953423295.25001.951.953223295.25001.951.953123360.85001.95未到设计标高3023295.25001.951.95本页汇总33棵 续表A602 -1 桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注2923328.05001.951.952823311.65001.951.95123295.25001.951.95223328.05001.951.95本页汇总4棵施工情况：现场施工人员17人; 静压机1台; 发电机组1台;施工工艺为:测定桩位压装机就位调平验桩吊桩桩就位、对

8、中调直压桩(接桩) 送桩记录拨送桩杆.压桩时,各工序连续进行,严禁中途停压.旁站监理情况：1、桩定位控制；2、压桩过程检验；3、焊接桩检验；4、压桩过程中检查压力、桩垂直度、接桩间歇时间、桩的连接质量及压入深度。发现问题及处理情况：本日压桩175、174、147、146、141、142、143、93、94、95、96、81、82、83、31共15棵桩未到设计标高,但最终压力值达到360.8T;超过最终压桩力2900KN的设计值;旁站监理人员（签字）： 2014年6月20日 江苏省住房和城乡建设厅监制旁站记录表 工程名称：南京城南生活垃圾转运站 编号：A603中转车间静压桩:预应力管桩,设计桩型

9、:PHC-500-AB-(100)-C80;设计桩长23米;桩数176根;极限承载力特征值1450KN;最终压桩力2900KN;桩端持力层为层,预应力管桩生产厂家:江苏建华管桩有限公司; 静压桩机类型DTZ818型;接桩形式:CO2气体保护焊; 水准仪1台;挖机1台;回弹仪1台;桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注2623360.85001.651.951.650.32723360.85001.551.95 1.550.42523360.85001.551.95 1.550.42423360.85001.551.95 1.550.432

10、3295.25001.951.951.952223328.05001.951.951.952323328.05001.951.951.954223295.25001.951.951.954323311.65001.951.951.954123328.05001.95 试桩静载试验173923311.65001.951.951.95 4023328.05001.951.951.957923295.25001.951.951.958023360.85001.551.95 1.550.47723328.05001.951.951.957823328.05001.951.951.959923360.8

11、5000.951.95 0.951.010023360.85001.151.95 1.150.89723328.05001.951.95 1.959823360.85001.751.951.750.213323360.85001.651.951.650.313423328.05001.951.95 1.9513223295.25001.951.95 1.9513023360.85001.451.95 1.450.513123328.05001.951.95 1.9515123295.25001.951.95 1.9515223328.05001.951.95 1.9515023295.2500

12、1.951.95 1.9517223360.85001.201.95 1.200.7517123360.85001.551.95 1.550.417023295.25001.951.95 1.9516923295.25001.951.95 1.9515523360.85001.351.95 1.350.6本页汇总33棵 续表A603 -1桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注15423295.25001.951.95 1.9515323295.25001.951.95 1.9512923360.85001.251.95 1.250.712

13、823295.25001.951.95 1.9512723360.85001.751.95 1.750.212623360.85001.751.95 1.750.210423295.25001.951.95 1.9510323360.85001.451.95 1.450.510223295.25001.951.95 1.9510123360.85001.151.95 1.150.757623360.85001.95本页汇总11棵施工情况：现场施工人员17人; 静压机1台; 发电机组1台;施工工艺为:测定桩位压装机就位调平验桩吊桩桩就位、对中调直压桩(接桩) 送桩记录拨送桩杆.压桩时,各工序连续

14、进行,严禁中途停压.旁站监理情况：1、桩定位控制；2、压桩过程检验；3、焊接桩检验；4、压桩过程中检查压力、桩垂直度、接桩间歇时间、桩的连接质量及压入深度。发现问题及处理情况：26、27、25、24、41、80、99、100、98、133、130、172、171、155、129、127、126、103、101桩;未到设计标高,但最终压力值达到360.8T;超过最终压桩力2900KN的设计值;旁站监理人员（签字）： 2014年6月21日 江苏省住房和城乡建设厅监制旁站记录表 工程名称：南京城南生活垃圾转运站 编号：A604中转车间静压桩:预应力管桩,设计桩型:PHC-500-AB-(100)-C

15、80;设计桩长23米;桩数176根;极限承载力特征值1450KN;最终压桩力2900KN;桩端持力层为层,预应力管桩生产厂家:江苏建华管桩有限公司; 静压桩机类型DTZ818型;接桩形式:CO2气体保护焊; 水准仪1台;挖机1台;回弹仪1台;桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注7623360.85001.201.951.200.757523360.85001.501.951.500.457423295.25001.751.951.750.27323360.85001.251.951.250.74723295.25001.951.951.

16、954623295.25001.951.951.954523328.05001.951.951.954423295.25001.951.951.952123295.25001.951.951.952023295.25001.951.951.95 1923328.05001.951.951.95 423295.25001.951.951.95523295.25001.951.951.95623295.25001.551.951.95 1623 311.65001.951.951.951723295.25001.951.951.951823 328.05000.951.951.95 4823295

17、.25001.151.951.954923360.85001.451.951.450.95023311.65001.951.951.955123360.85001.251.951.250.76923 311.65001.951.951.957023 328.05001.951.951.957123295.25001.951.951.957223295.25001.951.951.9510523360.85001.251.951.250.710623360.85001.851.951.851.010723 311.65000.951.950.95试桩1.010823 311.65001.951.

18、951.95 12223360.85001.551.951.550.412323 328.05001.951.951.9512423295.25001.951.951.95本页汇总32棵 续表A604-1桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注12523295.25001.351.951.95 15623360.85001.851.95 1.850.115723360.85001.351.95 1.350.616723360.85001.151.95 1.150.816823360.85000.951.95 0.750.815823360.

19、85001.651.95 1.651.215923360.85001.151.95 1.150.8016523360.85001.101.95 1.100.8516623360.85001.151.95 1.150.7516123360.85001.101.95 1.100.7516023360.85001.051.95 1.050.6511923360.85001.101.951.100.8511823360.85001.201.951.200.7512123360.85001.201.951.200.7512023360.85001.301.951.300.6511023360.85001

20、.501.951.500.4510923360.85001.551.951.550.411223360.85001.651.951.650.311123295.25001.951.95 1.956523295.25001.951.95 1.956423295.25001.951.95 1.956623328.05001.951.95 1.956823295.25001.951.95 1.95本页汇总23棵施工情况：现场施工人员17人; 静压机1台; 发电机组1台;施工工艺为:测定桩位压装机就位调平验桩吊桩桩就位、对中调直压桩(接桩) 送桩记录拨送桩杆.压桩时,各工序连续进行,严禁中途停压.旁站

21、监理情况：1、桩定位控制；2、压桩过程检验；3、焊接桩检验；4、压桩过程中检查压力、桩垂直度、接桩间歇时间、桩的连接质量及压入深度。发现问题及处理情况：76、75、74、73、49、51、105、106、107、122、156、157、167、168、158、159、165、166、161、160、119、118、121、120、110、109、112桩;未到设计标高,但最终压力值达到360.8T;超过最终压桩力2900KN的设计值;旁站监理人员（签字）： 2014年6月22日 江苏省住房和城乡建设厅监制旁站记录表 工程名称：南京城南生活垃圾转运站 编号：A605中转车间静压桩:预应力管桩,设计桩型:PHC-500-AB-(100)-C80;设计桩长23米;桩数176根;极限承载力特征值1450KN;最终压桩力2900KN;桩端持力层为层,预应力管桩生产厂家:江苏建华管桩有限公司; 静压桩机类型DTZ818型;接桩形式:CO2气体保护焊; 水准仪1台;挖机1台;回弹仪1台;桩号桩长（M）油压值（T）桩径（mm）送桩深度（M）设计桩顶标高（M）实际桩顶标高（M）备 注6723295.25001.951.951.955323328.05001.9