水泥搅拌桩(湿法)施工记录表

1、水泥搅拌桩施工记录表工程名称：青岛蓝色硅谷产业区王村新城笔架山路箱涵软基处理工程 年 月 日监理单位：青岛恩地建设工程咨询有限公司 施工单位：青岛市市政工程集团有限公司桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县罗庄水库除险加固工程 施 工 日 期 2011 年 6 月 13日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（

2、mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束1920211机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县罗庄水库除险加固工程 施 工 日 期 2011年 6月 14日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束2223242526272829303132333435363738机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记

3、录表工程名称 唐河县罗庄水库除险加固工程 施 工 日 期 2011年 6月 15日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束390+454.807:2107:35600144.47133.47111330.340010411810.657865400+454.407:4507:59600144.47133.47112550.540010411810.627855410+45408:1008:26600144.47133.4711444

4、0.44001041180.980.657845420+453.608:3508:48600144.47133.4711-6580.5340010411810.617845430+453.208:5609:13600144.47133.47118270.254001041180.970.627857440+452.809:2309:38600144.47133.47119380.3540010411810.637869450+452.409:4509:59600144.47133.4711-4260.244001041180.990.627865460+45210:1010:26600144.

5、47133.47111160.154001041180.990.627846470+451.610:3610:49600144.47133.47113280.2640010411810.607880480+451.210：5711:10600144.47133.471110570.524001041180.980.677879490+450.811:2311:40600144.47133.4711-12280.2640010411810.657865500+450.411：5012:04600144.47133.471110460.424001041180.970.627871510+4501

6、4:2114:35600144.47133.4711-11560.5140010411810.657869520+449.614:4314:58600144.47133.4711-2280.264001041180.990.627866530+449.215:0615:19600144.47133.47116270.2540010411810.657845540+448.815:2515:40600144.47133.4711-5550.54001041180.990.637834550+448.415:4815:59600144.47133.471111440.440010411810.65

7、7855560+44816:0616:19600144.47133.471113330.340010411810.627869机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县罗庄水库除险加固工程 施 工 日 期 2011年 6月 15日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束570+447.616:2516:39600144.47133.47113550.540010411810.657865580+4

8、47.216:4516:59600144.47133.47116330.340010411810.627860590+446.817:0517:17600144.47133.47118440.44001041180.980.657847600+446.417:2617:38600144.47133.47119270.254001041180.990.637865610+44617:4517:56600144.47133.4711-1390.364001041180.970.627856620+445.618:0318:16600144.47133.47113490.4540010411810.

9、617868630+445.218:2518:39600144.47133.471112570.5240010411810.657869640+444.818:4318:58600144.47133.4711-5260.244001041180.990.647865650+444.419:0419:18600144.47133.47119300.2840010411810.657836660+44419：2319:39600144.47133.47117330.34001041180.980.667879670+443.619:4519:58600144.47133.4711-4280.264

10、0010411810.677887680+443.220:0520:19600144.47133.471111380.354001041180.970.637876690+442.820:2520:38600144.47133.471110550.5040010411810.637856700+442.420:4220:51600144.47133.471110460.424001041180.970.657865710+44220:5821:09600144.47133.47115550.540010411810.647869机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程

11、名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 16日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束720+441.607:1007:21600144.47132.9711.511340.340010891810.658234730+441.207:2807:39600144.47132.9711.5-5460.440010891810.628222740+440.807:4507:58600144.47132.971

12、1.56400.3540010891810.618226750+440.408:0708:20600144.47132.9711.5-8510.454001089180.990.658242760+44008:2608:38600144.47132.9711.54610.534001089180.970.628252770+439.608：4509:00600144.47132.9711.59130.124001089180.970.638232780+439.209:2309:38600144.47132.9711.5-2180.164001089180.980.648225790+438.

13、809:4509:59600144.47132.9711.53280.254001089180.990.658226800+438.410:1010:26600144.47132.9711.5-5400.3540010891810.668232810+43810:3610:49600144.47132.9711.54450.3940010891810.678231820+437.610：5711:10600144.47132.9711.57590.5140010891810.658222830+437.211:2311:40600144.47132.9711.511240.2140010891

14、810.628222840+436.811：5012:04600144.47132.9711.5-10370.324001089180.970.618222850+436.414:2114:35600144.47132.9711.52400.354001089180.980.638245860+43614:4314:58600144.47132.9711.56640.564001089180.990.648254870+435.615:0615:19600144.47132.9711.55460.440010891810.658234880+435.215:2515:40600144.4713

15、2.9711.5-4520.4540010891810.668229890+434.815:4815:59600144.47132.9711.55580.540010891810.638225机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 17日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束900+434.407:2107:35600144.47132.

16、9711.58520.4540010891810.658243910+43407:4507:59600144.47132.9711.5-5400.3540010891810.628238920+433.608:1008:26600144.47132.9711.56430.3740010891810.658222930+433.208:3508:48600144.47132.9711.52480.4240010891810.638236940+432.808:5609:13600144.47132.9711.5-4290.254001089180.980.658219950+432.409:23

17、09:38600144.47132.9711.57350.34001089180.990.638242960+43209:4509:59600144.47132.9711.59230.240010891810.648231970+431.610:1010:26600144.47132.9711.5-6300.2640010891810.658217980+431.210:3610:49600144.47132.9711.510290.2540010891810.658215990+430.810：5711:10600144.47132.9711.58310.274001089180.980.6

18、682121000+430.411:2311:40600144.47132.9711.5-6360.314001089180.970.6782381010+43011：5012:04600144.47132.9711.511480.4240010891810.6582221020+429.614:2114:35600144.47132.9711.512610.5340010891810.6282341030+429.214:4314:58600144.47132.9711.55300.264001089180.980.6582231040+428.815:0615:19600144.47132

19、.9711.5-7520.454001089180.970.6382241050+428.415:2515:40600144.47132.9711.510590.5140010891810.6482261060+42815:4815:59600144.47132.9711.54580.540010891810.658226机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 18日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）

20、水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束1070+427.607:2107:35600144.47132.9711.5-6290.2540010891810.6582221080+427.207:4507:59600144.47132.9711.59530.4640010891810.6282271090+426.808:1008:26600144.47132.9711.5-8580.5040010891810.6582521100+426.408:3508:48600144.47132.9711.52600.5240010891810.6382421110+426

21、08:5609:13600144.47132.9711.5-3550.484001089180.980.6482221120+425.609:2309:38600144.47132.9711.512580.54001089180.970.6682431130+425.209:4509:59600144.47132.9711.511460.440010891810.6782221140+424.810:1010:26600144.47132.9711.510350.34001089180.990.6582221150+424.410:3610:49600144.47132.9711.5-5290

22、.254001089180.990.6282371160+42410：5711:10600144.47132.9711.58400.3540010891810.6182221170+423.611:2311:40600144.47132.9711.59460.44001089180.970.6582221180+423.211：5012:04600144.47132.9711.5-6410.364001089180.980.6382451190+422.814:2114:35600144.47132.9711.55460.440010891810.6482341200+422.414:4314

23、:58600144.47132.9711.58520.454001089180.990.6582451210+42215:0615:19600144.47132.9711.59640.5640010891810.6682521220+421.615:2515:40600144.47132.9711.5-9620.5440010891810.6782121230+421.215:4815:59600144.47132.9711.54580.540010891810.6582421240+420.816:0616:19600144.47132.9711.5-7280.2440010891810.6

24、28232机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 18日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束1250+420.416:2516:39600144.47132.9711.59460.440010891810.6582251260+42016:4516:59600144.47132.9711.510580.540010891810.6382

25、281270+419.617:0517:17600144.47132.9711.5-8410.364001089180.980.6482251280+419.217:2617:38600144.47132.9711.5-7520.4540010891810.6282281290+418.817:4517:56600144.47132.9711.5-5400.354001089180.990.6582261300+418.418:0318:16600144.47132.9711.58290.2540010891810.6382281310+41818:2518:39600144.47132.97

26、11.5-9600.524001089180.980.6582271320+417.618:4318:58600144.47132.9711.52630.5540010891810.6482431330+417.219:0419:18600144.47132.9711.56520.4540010891810.6382341340+416.819：2319:39600144.47132.9711.5-5400.3540010891810.6582261350+416.419:4519:58600144.47132.9711.512290.254001089180.980.6482281360+4

27、1620:1020:24600144.47132.9711.510600.5240010891810.658232机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 19日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束1370+415.607:2107:35600144.47132.47129600.540011361810.6585841380+415.2

28、07:4507:59600144.47132.4712-8310.2640011361810.6285851390+414.808:1008:26600144.47132.47125430.364001136180.980.6385801400+414.408:3508:48600144.47132.4712-9300.2540011361810.6485801410+41408:5609:13600144.47132.47128540.454001136180.980.6185801420+413.609:2309:38600144.47132.4712-9420.3540011361810

29、.6285801430+413.209:4509:59600144.47132.47122620.5240011361810.6385861440+412.810:1010:26600144.47132.4712-4600.540011361810.6685891450+412.410:3610:49600144.47132.47126140.1240011361810.6785801460+41210：5711:10600144.47132.4712-7220.1840011361810.6585881470+411.611:2311:40600144.47132.47126300.2540

30、01136180.970.6485871480+411.211：5012:04600144.47132.4712-5640.534001136180.980.6585801490+410.814:2114:35600144.47132.47122540.4540011361810.6685761500+410.414:4314:58600144.47132.471211300.2540011361810.6585651510+41015:0615:19600144.47132.471210430.364001136180.990.6285451520+409.615:2515:40600144

31、.47132.4712-5430.3640011361810.6585981530+409.215:4815:59600144.47132.4712-6300.254001136180.980.6285651540+408.816:0616:19600144.47132.471212180.1540011361810.658578机长： 记录： 技术负责人： 监理工程师：水泥搅拌桩施工记录表工程名称 唐河县李庄水库除险加固工程 施 工 日 期 2011年 6月 19日编号桩号制桩时间桩径桩顶标高（m）桩底标高(m)桩长（m）桩位偏差（mm）桩垂直度偏差（mm）桩倾斜率（%）桩距（mm）水泥用量

32、（kg）水泥掺入比（%）水灰比喷浆速度（m/min）浆液用量（kg）开始结束1550+408.416:2516:39600144.47132.47129480.440011361810.6585901560+40816:4516:59600144.47132.4712-8360.340011361810.6285801570+407.617:0517:17600144.47132.47126420.354001136180.980.6385901580+407.217:2617:38600144.47132.4712-8300.2540011361810.6485981590+406.817:

33、4517:56600144.47132.4712-5310.264001136180.980.6585791600+406.418:0318:16600144.47132.47128480.440011361810.6685781610+40618:2518:39600144.47132.4712-7540.4540011361810.6585981620+405.618:4318:58600144.47132.4712-6620.5240011361810.6785781630+405.219:0419:18600144.47132.471211310.2640011361810.6585751640+404.819：2319:39600144.47132.471212610.5140011361810.6485801650+404.419:4519:58600144.47132.471210430.364001136180.970.6385671660+40420:1020:24600144.47132.4712-5310.2640011