水泥搅拌桩湿法施工记录表

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（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+453.608:3508:48600144.47133.4711-6580.5340010411810.617845430+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+45210:1010:26600144.47133.47111160.154001041180.990.627846470+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+45014:2114:35600144.47133.4711-11560.5140010411810.657869520+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+448.415:4815:59600144.47133.471111440.440010411810.657855560+44816:0616:19600144.47133.471113330.340010411810.627869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+446.417:2617:38600144.47133.47119270.254001041180.990.637865610+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+444.419:0419:18600144.47133.47119300.2840010411810.657836660+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+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+441.607:1007:21600144.47132.9711.511340.340010891810.658234730+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+44008:2608:38600144.47132.9711.54610.534001089180.970.628252770+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+43810:3610:49600144.47132.9711.54450.3940010891810.678231820+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+43614:4314:58600144.47132.9711.56640.564001089180.990.648254870+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17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+433.208:3508:48600144.47132.9711.52480.4240010891810.638236940+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+431.610:1010:26600144.47132.9711.5-6300.2640010891810.658217980+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+429.614:2114:35600144.47132.9711.512610.5340010891810.6282341030+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+42815:4815:59600144.47132.9711.54580.540010891810.658226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+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+425.209:4509:59600144.47132.9711.511460.440010891810.6782221140+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： 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+421.615:2515:40600144.47132.9711.5-9620.5440010891810.6782121230+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+420.416:2516:39600144.47132.9711.59460.440010891810.6582251260+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+418.418:0318:16600144.47132.9711.58290.2540010891810.6382281310+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+416.419:4519:58600144.47132.9711.512290.254001089180.980.6482281360+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+415.207:4507:59600144.47132.4712-8310.2640011361810.6285851390+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+413.609:2309:38600144.47132.4712-9420.3540011361810.6285801430+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+411.611:2311:40600144.47132.47126300.254001136180.970.6485871480+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+409.615:2515:40600144.47132.4712-5430.3640011361810.6585981530+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+408.416:2516:39600144.47132.47129480.440011361810.6585901560+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+406.817:4517:56600144.47132.4712-5310.264001136180.980.6585791600+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+40420:1020:24600144.47132.4712-5310.2640011361810.658584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+403.207:3007:42600144.47132.4712-5300.2540011361810.6285851690+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+40010:1010:24600144.47132.471210650.5440011361810.6585601770+399.610:3010:45600144.47132.471212620.524001136180.970.6685801780+399.210:5311:10600144.47132.471210540.4540011361810.6785871790+398.811:2111:35600144.47132.4712-5310.2640011361810.6585991800+398.411:4211:56600144.47132.47126430.3640011361810.6385981810+39812:0812:22600144.47132.4712-7540.454001136180.980.6585631820+397.614:0214:16600144.47132.4712-3350.2940011361810.6585901830+397.214:2314:39600144.47132.471211660.554001136180.980.6485671840+396.814:4614:59600144.47132.471210250.2140011361810.658578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1850+396.415:0615:19600144.47132.47128300.2540011361810.6285801860+39615:2615:39600144.47132.471212420.3540011361810.6385801870+395.615:4515:58600144.47132.47124540.454001136180.980.6485901880+395.216:0516:19600144.47132.47125310.2640011361810.6586501890+394.816:2516:43600144.47132.47128340.284001136180.980.6685801900+394.416:5017:05600144.47132.47129360.340011361810.6586101910+39417:1217:26600144.47132.47127480.440011361810.6786261920+393.617:3317:46600144.47132.47125140.1240011361810.6585671930+393.217:5