静压桩旁站记录文本

1、精选优质文档-倾情为你奉上精选优质文档-倾情为你奉上专心-专注-专业专心-专注-专业精选优质文档-倾情为你奉上专心-专注-专业旁站记录表 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 eq oac(,4) 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

2、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

3、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

4、: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 eq oac(,4) 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17323295.25001.951.951.951492

5、3295.25001.951.951.9514823295.25001.951.951.9514723360.85001.251.951.25未到设计标高14623360.85001.251.951.25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13723328.05001.951.951.9513823328.05001.951.951.9

6、513623328.05001.951.951.9513523328.05001.951.951.959623360.85000.951.950.95未到设计标高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3823328.05001.9

7、51.951.953723295.25001.951.951.953623295.25001.951.953523295.25001.951.953323295.25001.951.953423295.25001.951.953223295.25001.951.953123360.85001.95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2923328.05001.951.952823311.65001.951.95123295.25001.951.952

8、23328.05001.951.95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

9、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: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 eq oac(,4) 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

10、.650.32723360.85001.551.95 1.550.42523360.85001.551.95 1.550.42423360.85001.551.95 1.550.4323295.25001.951.951.952223328.05001.951.951.952323328.05001.951.951.954223295.25001.951.951.954323311.65001.951.951.954123328.05001.95 试桩静载试验173923311.65001.951.951.95 4023328.05001.951.951.957923295.25001.951

11、.951.958023360.85001.551.95 1.550.47723328.05001.951.951.957823328.05001.951.951.959923360.85000.951.95 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.

12、513123328.05001.951.95 1.9515123295.25001.951.95 1.9515223328.05001.951.95 1.9515023295.25001.951.95 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

13、顶标高（M）备 注15423295.25001.951.95 1.9515323295.25001.951.95 1.9512923360.85001.251.95 1.250.712823295.25001.951.95 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 1.150.757623360.85001.9

14、5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）：

15、 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)-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 eq oac(,4) 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7623360.85001.201.951.200.75

16、7523360.85001.501.951.500.457423295.25001.751.951.750.27323360.85001.251.951.250.74723295.25001.951.951.954623295.25001.951.951.954523328.05001.951.951.954423295.25001.951.951.952123295.25001.951.951.952023295.25001.951.951.95 1923328.05001.951.951.95 423295.25001.951.951.95523295.25001.951.951.9562

17、3295.25001.551.951.95 1623 311.65001.951.951.951723295.25001.951.951.951823 328.05000.951.951.95 4823295.25001.151.951.954923360.85001.451.951.450.95023311.65001.951.951.955123360.85001.251.951.250.76923 311.65001.951.951.957023 328.05001.951.951.957123295.25001.951.951.957223295.25001.951.951.95105

18、23360.85001.251.951.250.710623360.85001.851.951.851.010723 311.65000.951.950.95试桩1.010823 311.65001.951.951.95 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

19、 1.850.115723360.85001.351.95 1.350.616723360.85001.151.95 1.150.816823360.85000.951.95 0.750.815823360.85001.651.95 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

20、.8511823360.85001.201.951.200.7512123360.85001.201.951.200.7512023360.85001.301.951.300.6511023360.85001.501.951.500.4510923360.85001.551.951.550.411223360.85001.651.951.650.311123295.25001.951.95 1.956523295.25001.951.95 1.956423295.25001.951.95 1.956623328.05001.951.95 1.956823295.25001.951.95 1.9

21、5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36

22、0.8T;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 eq oac(,4) 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

23、（M）备 注6723295.25001.951.951.955323328.05001.951.951.955223295.25001.551.951.955423295.25001.951.951.955623295.25001.951.951.955523295.25001.951.951.951423328.05001.551.951.951323295.25001.951.951.951523295.25001.951.951.95723295.25001.951.951.95823295.25001.951.951.955723360.85001.251.951.25 0.79232

24、95.25001.951.951.951023360.85001.651.951.65 0.31123360.85001.151.951.15 0.81223295.25001.951.951.955823360.8500 01.950.15 2.15923360.8500 01.95 1.45 0.56023360.8500 01.950.05 2.06123360.85001.851.951.85 0.16223360.85001.151.951.15 0.86323295.25001.951.951.9511323360.85001.251.951.25 0.711423360.8500

25、0.951.950.95 1.011523360.85000.151.950.15 1.811623328.05001.951.951.9511723328.0500 1.951.951.95 本页汇总27棵 续表A605-1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16223360.85001.151.951.150.816323360.85001.151.951.150.816423360.85000.751.950.751.2本页汇总3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

26、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：57、10、11、58、59、60、61、62、113、114、115、162、163、164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23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：A606坡道静压桩:预应力管桩,设计桩型:PHC-4

27、00(95)AB-C80;设计桩长20米;桩数59根;管桩1229米; 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; 全站仪1台;电焊机1台;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55202054001513.5513.5556202054001513.5513.5557202054001513.5513.5552202054001513.5513.555420213.24001513.5513.5553202054001513.5513.55442

28、02054001513.5513.5543202054001513.5513.5545202054001513.5513.5540202054001513.5513.554220213.24001513.5513.554120213.24001513.5513.5533202054001513.5513.5531202054001513.5513.5532202054001513.5513.5530202054001513.5513.5529202054001513.5513.5528202054001513.5513.5534202054001513.5513.553920205400151

29、3.5513.554620213.24001513.5513.5551202054001513.5513.5558202054001513.5513.5559202054001513.5513.5550202054001513.5513.5549202054001513.5513.554820213.24001513.5513.554720213.24001513.5513.5538202054001513.5513.5537202054001513.5513.5536202054001513.5513.5535202054001513.5513.55本页汇总 32棵 续表A606-1桩号桩长

30、（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2620213.24001513.5513.5525202054001513.5513.55 本页汇总2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： 打桩过程正常;旁站监理人员（签字）： 2014年6月24日

31、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：A607坡道静压桩:预应力管桩,设计桩型:PHC-400-AB-(95)AB-C80;设计桩长20米;桩数59根; 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2720205.04002.3513.5512.65试桩0.92220246.04001.7513.5513.250.32420254.24002.2513.5512.750.82

32、320254.24002.0513.5512.950.61820246.04001.4513.5513.551720246.04001.4513.5513.551620246.04001.4513.5513.551220254.24002.2513.5512.750.81120254.24002.1513.5512.850.71020254.24002.2513.5513.550.8620262.44001.8513.5512.750.4520262.44002.0513.5512.950.6420262.44001.4513.5513.55320246.04001.8513.5513.150

33、.4220254.24001.5513.5513.450.1120262.44001.7513.5513.250.3820262.44001.5513.5513.450.1720262.44001.6513.5513.350.2620262.44001.8513.5513.150.41520262.44001.4513.5513.551320246.04001.4513.5513.551420246.04001.9513.5513.550.51920262.44001.9513.5513.550.52120262.44002.0513.5513.550.62020262.44002.0513.

34、5513.550.6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：27、22、24、23、12、11、10、6、5、3、2、1、8、7、6、14、19、21、20桩;未到设计标高,但最终压力值达到262.4T;超过最终压桩力205的正常值;旁站监理人员（签字）： 2014年6月25日 江苏省住房和城乡

35、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：A608 综合楼静压桩:预应力管桩,设计桩型:PHC-400(95)AB-C80;设计桩长19米长的,32根;22米长的12根;桩数44根; 管桩总长872米;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; 全站仪1台;电焊机1台;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419180.44001.451.451.45319180.44001.451.451.45219180.44001.451.

36、451.45119180.44001.451.451.45819180.44001.451.451.45719180.44001.451.451.45619180.44001.451.451.45519180.44001.451.451.451219180.44001.451.451.451119180.44001.451.451.451019180.44001.451.451.45919180.44001.451.451.451619182.04001.451.451.451519180.44001.451.451.451419180.44002.051.452.050.61319180.4

37、4001.451.451.451819180.44001.451.451.451719182.04001.451.451.452219180.44001.451.451.451919180.44001.451.451.452019183.64001.451.451.452119180.44001.451.451.452319180.44001.451.451.452419180.44001.451.451.452519182.04001.451.451.452619180.44001.451.451.452719180.44001.451.451.452819180.44001.451.451

38、.452919180.44001.451.451.453019196.84001.01.451.00.453119180.44001.451.451.453219180.44001.451.451.45 续表A608-1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3322246.04002.9513.5512.051.54422246.04002.8513.5512.151.44322246.04002.0513.5512.950.64222246.04002.1513.5512.850.74122246.04003.0513.5511.951

39、.64022246.04001.4513.5513.553922246.04001.8513.5513.150.43822246.04002.0513.5512.950.63722246.04001.9513.5513.050.53622262.44002.9513.5512.051.53522246.04001.6513.5513.350.23422262.44002.1513.5512.850.7 本页汇总 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

40、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：19米长的桩第14、30桩未到设计标高; 但最终压力值达到196.8T;超过正常压桩力180.4T的设计值;22米长的桩第33、34、43、42、41、39、38、37、36、35、34桩;均未到设计标高,但最终压力值达到262.4T;超过正常压桩力246T的设计值;旁站监理人员（签字）： 2014年6月27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：A609 机修车间静压桩:预应力管桩,设计桩型

41、:PHC-400(95)AB-C80;设计桩长22米; 桩数14根; 管桩总长308米;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; 全站仪1台;电焊机1台;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1122246.040013.5513.5513.250.31222246.040013.5513.5512.750.71322246.040013.5513.5513.150.41422262.440013.5513.5511.901.651022262.

42、440013.5513.5512.251.30522262.440013.5513.5512.051.50622262.440013.5513.5512.351.20722262.440013.5513.5512.551.0422262.440013.5513.5512.551.30322262.440013.5513.5512.451.10222262.440013.5513.5512.151.4122262.440013.5513.5512.351.2822262.440013.5513.5512.051.5922254.240013.5513.5513.250.3施工情况：现场施工人员1

43、7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：22米长的桩均未到设计标高,但最终压力值超过正常压桩力的设计值;旁站监理人员（签字）： 2014年6月28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：A610 调节池静压桩:预应力管桩,设计桩型:PHC-400(95)AB-C80;设计桩长1

44、8米; 桩数35根; 管桩总长630米;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;全站仪1台;电焊机1台;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3118246.04005.610.09.90.13018246.04004.610.010.40.42118246.04005.010.010.02018246.04005.010.010.01118246.04005.010.010.01018246.04005.010.010.0118252.0400

45、5.410.09.60.4218246.04005.010.010.0918246.04005.010.010.01218246.04005.010.010.01918246.04005.010.010.02218246.04005.010.010.02918246.04005.010.010.03218246.04005.010.010.03318246.04005.010.010.02818246.04005.010.010.02318246.04005.010.010.01818246.04005.010.010.01318246.04005.010.010.0818246.04005.

46、010.010.0318246.04005.010.010.0418254.24005.210.09.80.2718246.04005.010.010.01418246.04005.010.010.01718254.24005.610.09.40.62418246.04005.010.010.00.62718246.04005.010.010.0 0.43418246.04005.010.010.03518246.04005.010.010.02618246.04005.010.010.0 续表A610 -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2518246.04005.510.09.50.51618254.24005.410.09.60.41518246.04005.410.09.60.