水泥搅拌桩(湿法)施工记录表

1、水泥搅拌桩施工记录表桩号制桩时间桩径桩顶标 高（m）桩底标高（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）开始结束施工单位：青岛市市政工程集团有限公司工程名称：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 监理单位：青岛恩地建设工程咨询有限公司编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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1920211工程名称唐河县罗庄水

2、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）-桩位偏差（mm）桩垂直度 偏差（

3、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+45408:1008:26600144.47133.47114440.44001041180.980.657845420+453.608:3508:48600144.47133.4711-6580.5340010411810.61

4、7845430+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+45210:1010:26600144.47133.47111160.154001041180.990.627846470+451.610:3610:49600144.47133.47113280.264

5、0010411810.607880480+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+45014:2114:35600144.47133.4711-11560.5140010411810.657869520+449.614:4314:58600144.4

6、7133.4711-2280.264001041180.990.627866530+449.215:0615:19600144.47133.47116270.2540010411810.657845540+448.815:2515:40600144.47133.4711-5550.54001041180.990.637834550+448.415:4815:59600144.47133.471111440.440010411810.657855560+44816:0616:19600144.47133.471113330.340010411810.627869编号桩号制桩时间桩径桩顶标 高（m

7、）桩底标高（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+447.216:4516:59600144.47133.47116330.340010411810.627860590+446.817:0517:17600144.47133.47118440.44001041180.980.657847600+446.417:2617:38600144.47133

8、.47119270.254001041180.990.637865610+44617:4517:56600144.47133.4711-1390.364001041180.970.627856620+445.618:0318:16600144.47133.47113490.4540010411810.617868630+445.218:2518:39600144.47133.471112570.5240010411810.657869640+444.818:4318:58600144.47133.4711-5260.244001041180.990.647865650+444.419:0419

9、:18600144.47133.47119300.2840010411810.657836660+44419： 2319:39600144.47133.47117330.34001041180.980.667879670+443.619:4519:58600144.47133.4711-4280.2640010411810.677887680+443.220:0520:佃600144.47133.471111380.354001041180.970.637876690+442.820:2520:38600144.47133.471110550.5040010411810.637856700+4

10、42.420:4220:51600144.47133.471110460.424001041180.970.657865710+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:

11、21600144.47132.9711.511340.340010891810.658234730+441.207:2807:39600144.47132.9711.5-5460.440010891810.628222740+440.807:4507:58600144.47132.9711.56400.3540010891810.618226750+440.408:0708:20600144.47132.9711.5-8510.454001089180.990.658242760+44008:2608:38600144.47132.9711.54610.534001089180.970.628

12、252770+439.608： 4509:00600144.47132.9711.59130.124001089180.970.638232780+439.209:2309:38600144.47132.9711.5-2180.164001089180.980.648225790+438.809:4509:59600144.47132.9711.53280.254001089180.990.658226800+438.410:1010:26600144.47132.9711.5-5400.3540010891810.668232810+43810:3610:49600144.47132.971

13、1.54450.3940010891810.678231820+437.610： 5711:10600144.47132.9711.57590.5140010891810.658222830+437.211:2311:40600144.47132.9711.511240.2140010891810.628222840+436.811： 5012:04600144.47132.9711.5-10370.324001089180.970.618222850+436.414:2114:35600144.47132.9711.52400.354001089180.980.638245860+43614

14、:4314:58600144.47132.9711.56640.564001089180.990.648254870+435.615:0615:19600144.47132.9711.55460.440010891810.658234880+435.215:2515:40600144.47132.9711.5-4520.4540010891810.668229890+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1

15、7日编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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+434.407:2107:35600144.47132.9711.58520.4540010891810.658243910+43407:4507:59600144.47132.9711.5-5400.3540010891810.628238920+433.608:1008:26600144.47132.9711.56430.3740010891810.658222930+433

16、.208:3508:48600144.47132.9711.52480.4240010891810.638236940+432.808:5609:13600144.47132.9711.5-4290.254001089180.980.658219950+432.409:2309:38600144.47132.9711.57350.34001089180.990.638242960+43209:4509:59600144.47132.9711.59230.240010891810.648231970+431.610:1010:26600144.47132.9711.5-6300.26400108

17、91810.658217980+431.210:3610:49600144.47132.9711.510290.2540010891810.658215990+430.810: 5711:10600144.47132.9711.58310.274001089180.980.6682121000+430.411:2311:40600144.47132.9711.5-6360.314001089180.970.6782381010+43011: 5012:04600144.47132.9711.511480.4240010891810.6582221020+429.614:2114:3560014

18、4.47132.9711.512610.5340010891810.6282341030+429.214:4314:58600144.47132.9711.55300.264001089180.980.6582231040+428.815:0615:19600144.47132.9711.5-7520.454001089180.970.6382241050+428.415:2515:40600144.47132.9711.510590.5140010891810.6482261060+42815:4815:59600144.47132.9711.54580.540010891810.65822

19、6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1070+427.607:2107:35600144.47132.9711.5-6290.2540010891810.6582221080+427.207:4507:59600144.47132.9711.59530.4640010891810.6282271090

20、+426.808:1008:26600144.47132.9711.5-8580.5040010891810.6582521100+426.408:3508:48600144.47132.9711.52600.5240010891810.6382421110+42608:5609:13600144.47132.9711.5-3550.484001089180.980.6482221120+425.609:2309:38600144.47132.9711.512580.54001089180.970.6682431130+425.209:4509:59600144.47132.9711.5114

21、60.440010891810.6782221140+424.810:1010:26600144.47132.9711.510350.34001089180.990.6582221150+424.410:3610:49600144.47132.9711.5-5290.254001089180.990.6282371160+42410： 5711:10600144.47132.9711.58400.3540010891810.6182221170+423.611:2311:40600144.47132.9711.59460.44001089180.970.6582221180+423.211：

22、5012:04600144.47132.9711.5-6410.364001089180.980.6382451190+422.814:2114:35600144.47132.9711.55460.440010891810.6482341200+422.414:4314:58600144.47132.9711.58520.454001089180.990.6582451210+42215:0615:19600144.47132.9711.59640.5640010891810.6682521220+421.615:2515:40600144.47132.9711.5-9620.54400108

23、91810.6782121230+421.215:4815:59600144.47132.9711.54580.540010891810.6582421240+420.816:0616:19600144.47132.9711.5-7280.2440010891810.628232编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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.

24、6582251260+42016:4516:59600144.47132.9711.510580.540010891810.6382281270+4 佃.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+418.418:0318:16600144.4713

25、2.9711.58290.2540010891810.6382281310+41818:2518:39600144.47132.9711.5-9600.524001089180.980.6582271320+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+41

26、6.419:4519:58600144.47132.9711.512290.254001089180.980.6482281360+41620:1020:24600144.47132.9711.510600.5240010891810.658232编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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+415.207

27、: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+413.609:2309:38600144.47132.4712-9420.3540011361810.6

28、285801430+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+411.611:2311:40600144.47132.47126300.25400

29、1136180.970.6485871480+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

30、.47132.4712-5430.3640011361810.6585981530+409.215:4815:59600144.47132.4712-6300.254001136180.980.6285651540+408.816:0616:19600144.47132.471212180.1540011361810.658578编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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1550+408.416:2516:39600144.4713

31、2.47129480.440011361810.6585901560+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+406.817:4517:56600144.47132.4712-5310.264001136180.980.6585791600+406.418:031

32、8:16600144.47132.47128480.440011361810.6685781610+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

33、+404.419:4519:58600144.47132.471210430.364001136180.970.6385671660+40420:1020:24600144.47132.4712-5310.2640011361810.658584编号桩号制桩时间桩径桩顶标 高（m）桩底标高（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1670+403.607:1007:21600144.47132.471210420.3540011361810.6185811680+403.20

34、7:3007:42600144.47132.4712-5300.2540011361810.6285851690+402.807:4908:02600144.47132.47128310.264001136180.980.6485861700+402.408:1008:23600144.47132.4712-7420.3540011361810.6585801710+40208:3208:43600144.47132.4712-6480.44001136180.980.6685801720+401.608:5009:03600144.47132.4712-5140.1240011361810.6585861730+401.209:1009:22600144.47132.4712-5430.3640011361810.6785761740+400.809:3009:42600144.47132.47128300.2540011361810.6585671750+400.409:5010:03600144.47132.4712-9540.4540011361810.6485701760+40010:1010:246001