静压桩旁站记录

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1、旁站记录表工程名称：南京城南生活垃圾转运站编号:A6- 01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A2900KN;桩端持力层为(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17623360.850001.95+ 0.55未到设计标高14023360.850001.95+ 0.55未

2、到设计标高9023295.25002.45 1.952.458923295.25001.951.951.958823295.25001.951.951.958723311.65001.951.951.958523311.65001.951.951.958623328.05001.951.951.959123328.05001.951.951.959223328.05001.951.951.9513923360.85001.351.951.35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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩

3、一（接桩）一送桩一记录一拨送桩杆.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A2900KN 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:A6 02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1

4、450KN;最终压桩力A2900KN;桩端持力层为（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；桩号桩长油压值桩径送桩深度设计桩顶实际桩顶备注(M)(T)(mm)(M)标高(M)标高(M)17523360.85000.151.95-0.15未到设计标高17423360.85000.45-1.95+ 0.45未到设计标高17323295.25001.951.951.9514923295.25001.951.951.9514823295.25001.951.951.9514723360.85001.25

5、1.95 1.25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14223360.85000.151.95-0.15未到设计标高14123360.85001.301.951.30未到设计标高13723328.05001.95-1.95-1.9513823328.05001.951.951.9513623328.05001.951.951.9513523328.05001.951.951.959623360.

6、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3823328.05001.951.951.953723295.25001.95 1.95-1.953623295.25001.951.953523

7、295.25001.951.953323295.25001.951.953423295.25001.951.953223295.25001.951.953123360.85001.95未到设计标高3023295.25001.951.95本页汇总33棵续表 A6-02 -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2923328.05001.951.952823311.6500-1.95-1.95123295.25001.951.95223328.05001.951.95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

8、为：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一(接桩)一送桩一记录一拨送桩杆.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a2900KN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

9、旁站记录表工程名称：南京城南生活垃圾转运站编号：A6 03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A2900KN;桩端持力层为(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2623360.85001.651.951.65+ 0.32723360.85001.551.951.55+ 0.42523

10、360.85001.551.951.55+ 0.42423360.85001.551.951.55+ 0.4323295.25001.951.951.952223328.05001.951.951.952323328.05001.951.951.954223295.25001.951.951.954323311.65001.951.951.954123328.05001.95试桩静载试验+ 173923311.65001.951.951.954023328.05001.951.951.957923295.25001.951.951.958023360.85001.551.951.55+ 0.4

11、7723328.05001.951.951.957823328.05001.951.951.959923360.85000.951.950.95+ 1.010023360.85001.15-1.95 1.15+ 0.89723328.05001.951.951.959823360.85001.751.95 1.75+ 0.213323360.85001.651.951.65+ 0.313423328.05001.951.951.9513223295.25001.951.951.9513023360.85001.451.95 1.45+ 0.513123328.05001.951.951.951

12、5123295.25001.951.951.9515223328.05001.951.951.9515023295.25001.951.951.9517223360.85001.20-1.95 1.20+ 0.7517123360.85001.551.951.55+ 0.417023295.25001.951.951.9516923295.25001.951.951.9515523360.85001.351.951.35+ 0.6本页汇总33棵续表 A6 03 -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15423295.25001.95-1

13、.95-1.9515323295.25001.951.951.9512923360.85001.251.95 1.25+ 0.712823295.25001.95-1.95-1.9512723360.85001.751.95 1.75+ 0.212623360.85001.751.95 1.75+ 0.210423295.25001.951.951.9510323360.85001.451.95 1.45+ 0.510223295.25001.951.951.9510123360.85001.151.95 1.15+ 0.757623360.85001.95本页汇总11棵施工情况：现场施工人员

14、17人；静压机1台；发电机组1台；施工工艺为：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一（接桩）一送桩一记录一拨送桩杆.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；未到设方t标高，但最终压力值达到 360.8T;超过最终压桩力A2900KN的设计值;

15、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:A6- 04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A2900KN;桩端持力层为(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7623360.85001.201.95 1.20+ 0

16、.757523360.85001.501.951.50+ 0.457423295.25001.751.95 1.75+ 0.27323360.85001.251.95 1.25+ 0.74723295.25001.951.951.954623295.25001.951.951.954523328.05001.95-1.95-1.954423295.25001.951.951.952123295.25001.951.951.952023295.25001.951.951.951923328.05001.951.951.95423295.25001.951.951.95523295.25001.9

17、51.951.95623295.25001.551.951.951623311.65001.951.951.951723295.25001.951.951.951823328.05000.951.951.954823295.25001.15-1.95-1.954923360.85001.451.95 1.45+ 0.95023311.65001.951.951.955123360.85001.251.951.25+ 0.76923311.65001.951.951.957023328.05001.951.951.957123295.25001.951.951.957223295.25001.9

18、51.951.9510523360.85001.251.951.25+ 0.710623360.85001.851.951.85+ 1.010723311.65000.951.950.95试桩+ 1.010823311.65001.951.951.9512223360.85001.551.951.55+ 0.412323328.05001.95 1.95-1.9512423295.25001.951.951.95本页汇总32棵续表 A6 04-1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12523295.25001.351.951.951562

19、3360.85001.851.951.85+ 0.115723360.85001.351.951.35+ 0.616723360.85001.151.95 1.15+ 0.816823360.85000.951.950.75+ 0.815823360.85001.651.951.65+ 1.215923360.85001.151.95 1.15+ 0.8016523360.85001.101.95 1.10+ 0.8516623360.85001.151.95 1.15+ 0.7516123360.85001.101.95 1.10+ 0.7516023360.85001.051.951.05

20、+ 0.6511923360.85001.101.95 1.10+ 0.8511823360.85001.201.95 1.20+ 0.7512123360.85001.201.951.20+ 0.7512023360.85001.30-1.951.30+ 0.6511023360.85001.501.951.50+ 0.4510923360.85001.551.951.55+ 0.411223360.85001.65-1.95-1.65+ 0.311123295.25001.951.951.956523295.25001.951.951.956423295.25001.951.951.956

21、623328.05001.951.951.956823295.25001.951.951.95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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一（接桩）一送桩一记录一拨送桩杆.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#、15

22、8#、159#、165#、166#、161#、160#、119#、118#、121#、120 #、110#、109#、112#桩；未到设方f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:A6- 05中转车间 静压桩：切应力管桩，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A2900KN;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

23、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6723295.25001.951.951.955323328.05001.951.951.955223295.25001.551.951.955423295.25001.951.951.955623295.25001.951.951.955523295.25001.951.951.951423328.05001.551.951.951323295.25001.951.951.951523295.25001.951.951.957232

24、95.25001.951.951.95823295.25001.951.951.955723360.85001.251.95 1.25+ 0.7923295.25001.951.951.951023360.85001.651.951.65+ 0.31123360.85001.151.95 1.15+ 0.81223295.25001.951.951.955823360.850001.95+ 0.15+ 2.15923360.850001.95+ 1.45+ 0.56023360.850001.95+ 0.05+ 2.06123360.85001.85 1.951.85+ 0.16223360.

25、85001.151.95 1.15+ 0.86323295.25001.951.951.9511323360.85001.251.95 1.25+ 0.711423360.85000.951.950.95+ 1.011523360.85000.151.95-0.15+ 1.811623328.05001.951.951.9511723328.05001.951.951.95本页汇总27棵续表 A6 05-1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16223360.85001.151.95 1.15+ 0.816323360.85001.151

26、.95 1.15+ 0.816423360.85000.751.950.75+ 1.2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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一（接桩）一送桩一记录一拨送桩杆.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

27、最终压力值达到 360.8T;超过最终压桩力A2900KN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：A6 06坡道静压桩：切物力管桩,设计桩型：PHC-400(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552020540015+ 13.55+

28、 13.55562020540015+ 13.55+ 13.55572020540015+ 13.55+ 13.55522020540015+ 13.55+ 13.555420213.240015+ 13.55+ 13.55532020540015+ 13.55+ 13.55442020540015+ 13.55+ 13.55432020540015+ 13.55+ 13.55452020540015+ 13.55+ 13.55402020540015+ 13.55+ 13.554220213.240015+ 13.55+ 13.554120213.240015+ 13.55+ 13.5533

29、2020540015+ 13.55+ 13.55312020540015+ 13.55+ 13.55322020540015+ 13.55+ 13.55302020540015+ 13.55+ 13.55292020540015+ 13.55+ 13.55282020540015+ 13.55+ 13.55342020540015+ 13.55+ 13.55392020540015+ 13.55+ 13.554620213.240015+ 13.55+ 13.55512020540015+ 13.55+ 13.55582020540015+ 13.55+ 13.55592020540015+

30、13.55+ 13.55502020540015+ 13.55+ 13.55492020540015+ 13.55+ 13.554820213.240015+ 13.55+ 13.554720213.240015+ 13.55+ 13.55382020540015+ 13.55+ 13.55372020540015+ 13.55+ 13.55362020540015+ 13.55+ 13.55352020540015+ 13.55+ 13.55本页汇总32棵续表 A6 06-1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2620213.24001

31、5+ 13.55+ 13.55252020540015+ 13.55+ 13.55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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一(接桩)一送桩一记录一拨送桩杆.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：A6- 07坡道静压

32、桩：切应力管桩,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2720205.04002.35+ 13.55+ 12.65试桩+ 0.92220246.04001.75+ 13.55+ 13.25+ 0.32420254.24002.25+ 13.55+ 12.75+ 0.82320254.24002.05+ 13.55+ 12.95+

33、 0.61820246.04001.45+ 13.55+ 13.551720246.04001.45+ 13.55+ 13.551620246.04001.45+ 13.55+ 13.551220254.24002.25+ 13.55+ 12.75+ 0.81120254.24002.15+ 13.55+ 12.85+ 0.71020254.24002.25+ 13.55+ 13.55+ 0.8620262.44001.85+ 13.55+ 12.75+ 0.4520262.44002.05+ 13.55+ 12.95+ 0.6420262.44001.45+ 13.55+ 13.553202

34、46.04001.85+ 13.55+ 13.15+ 0.4220254.24001.55+ 13.55+ 13.45+ 0.1120262.44001.75+ 13.55+ 13.25+ 0.3820262.44001.55+ 13.55+ 13.45+ 0.1720262.44001.65+ 13.55+ 13.35+ 0.2620262.44001.85+ 13.55+ 13.15+ 0.41520262.44001.45+ 13.55+ 13.551320246.04001.45+ 13.55+ 13.551420246.04001.95+ 13.55+ 13.55+ 0.519202

35、62.44001.95+ 13.55+ 13.55+ 0.52120262.44002.05+ 13.55+ 13.55+ 0.62020262.44002.05+ 13.55+ 13.55+ 0.6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

36、、6、5、3、2、1#、8#、7#、6#、14#、19#、21 #、20# 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:A6- 08_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

37、)实际桩顶标高(M)备注419180.44001.45 1.45 1.45319180.44001.451.451.45219180.44001.45 1.45 1.45119180.44001.45 1.45 1.45819180.44001.451.451.45719180.44001.45 1.45 1.45619180.44001.451.451.45519180.44001.45 1.45 1.451219180.44001.45 1.45 1.451119180.44001.451.451.451019180.44001.45 1.45 1.45919180.44001.45 1.

38、45 1.451619182.04001.451.451.451519180.44001.45 1.45 1.451419180.44002.051.45-2.050.61319180.44001.451.451.451819180.44001.45 1.45 1.451719182.04001.451.451.452219180.44001.451.451.451919180.44001.45 1.45 1.452019183.64001.451.451.452119180.44001.45 1.45 1.452319180.44001.451.451.452419180.44001.451

39、.451.452519182.04001.45 1.45 1.452619180.44001.451.451.452719180.44001.45 1.45 1.452819180.44001.45 1.45 1.452919180.44001.451.451.453019196.84001.0 1.451.0+ 0.453119180.44001.451.451.453219180.44001.45 1.45 1.45续表 A6 08-1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3322246.04002.95+ 13.55+ 12.051.

40、54422246.04002.85+ 13.55+ 12.151.44322246.04002.05+ 13.55+ 12.950.64222246.04002.15+ 13.55+ 12.850.74122246.04003.05+ 13.55+ 11.951.64022246.04001.45+ 13.55+ 13.553922246.04001.85+ 13.55+ 13.150.43822246.04002.05+ 13.55+ 12.950.63722246.04001.95+ 13.55+ 13.050.53622262.44002.95+ 13.55+ 12.051.535222

41、46.04001.65+ 13.55+ 13.350.23422262.44002.15+ 13.55+ 12.850.7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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一（接桩）一送桩一记录一拨送桩杆.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：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

42、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:A6- 09机修车间静压桩：切应力管桩，设计桩型：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；

43、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1122246.040013.55+ 13.55+ 13.250.31222246.040013.55+ 13.55+ 12.750.71322246.040013.55+ 13.55+ 13.150.41422262.440013.55+ 13.55+ 11.901.651022262.440013.55+ 13.55+ 12.251.30522262.440013.55+ 13.55+ 12.051.50622262.440013.55+ 13.55+ 12.35 1.20722262.440013

44、.55+ 13.55+ 12.551.0422262.440013.55+ 13.55+ 12.55 1.30322262.440013.55+ 13.55+ 12.45 1.10222262.440013.55+ 13.55+ 12.151.4122262.440013.55+ 13.55+ 12.351.2822262.440013.55+ 13.55+ 12.051.5922254.240013.55+ 13.55+ 13.250.3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：测定桩位一压装机就位调平一验桩一吊桩一桩就位、对中调直一压桩一(接桩)一送桩一记录一拨送

45、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:A6-10调节池静压桩：预应力管桩，设计桩型：PHC-400(95)AB-C80;设计桩长18米；桩数35根；管桩总长630米；预应力管桩生产厂冢：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)