深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）613.2615.6600.6610.6623.4612.6633.6606.0621.6610.2638.0631.2625.0617.9618.5611.4612.0600.6622.5617.9613.7617.3613.8623.4/实际水泥掺量（kg/m）60.060.060.061.061.060.062.060.061.060.062.062.062.061.061.060.060.060.062.061.061.061.060.061.0实际水灰比0.530.480.480.540.470.510.520.510.490.470.460.50.480.540.520.480.490.490.480.470.550.50.490.5548.0桩位偏差（cm）323412133512441431135445备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.792.430131225938.21-14.00-7.7910.225011.792.470121324911.11-24.00-7.7910.264911.712.300111225888.91-34.00-7.7110.014811.702.310131324940.31-44.00-7.7010.014911.752.470121325916.41-54.00-7.7510.225011.792.420121125925.01-64.00-7.7910.214811.752.470121325963.11-74.00-7.7510.225011.792.310121224915.11-84.00-7.7910.104811.712.480121324926.21-94.00-7.7110.194911.732.440131223897.01-104.00-7.7310.174811.792.500121124931.51-114.00-7.7910.294711.772.410111324946.71-124.00-7.7710.184711.722.360121125924.91-134.00-7.7210.084811.752.380121324951.61-144.00-7.7510.134811.782.360121224940.21-154.00-7.7810.144811.742.450121325904.91-164.00-7.7410.195011.772.430111125911.91-174.00-7.7710.204711.712.300121224894.91-184.00-7.7110.014811.742.300111224921.31-194.00-7.7410.044711.702.430121224908.42-194.00-7.7010.134811.712.350121324951.22-184.00-7.7110.064911.762.360131124926.02-174.00-7.7610.124811.782.450131224914.62-164.00-7.7810.234811.722.500111223966.32-154.00-7.7210.2246项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）603.0623.4632.4625.6628.1613.1605.4621.0623.7634.3607.8612.0611.2612.6616.1623.4623.7636.1631.2614.9621.2625.6609.0626.8/实际水泥掺量（kg/m）60.061.062.062.062.061.060.061.062.062.060.060.061.060.061.061.062.062.062.061.062.062.060.062.0实际水灰比0.490.510.540.480.510.530.470.490.50.490.550.550.530.460.460.490.510.50.490.550.530.550.510.5448.0桩位偏差（cm）530512410421302240220224备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.702.350121224898.52-144.00-7.7010.054811.802.420121224941.42-134.00-7.8010.224811.782.420131123973.92-124.00-7.7810.204711.792.300121124925.92-114.00-7.7910.094711.802.330121224948.42-104.00-7.8010.134711.702.350111225938.02-94.00-7.7010.054811.722.370131125889.92-84.00-7.7210.094911.702.480131224925.32-74.00-7.7010.184911.712.350121223935.62-64.00-7.7110.064711.742.490121223945.02-54.00-7.7410.234811.782.350111325942.12-44.00-7.7810.134911.762.440111224948.62-34.00-7.7610.204711.722.300121223935.22-24.00-7.7210.024811.782.430131124894.42-14.00-7.7810.214811.752.350111224899.53-14.00-7.7510.104711.792.430121124928.93-24.00-7.7910.224711.722.340131324941.83-34.00-7.7210.065011.782.480121323954.23-44.00-7.7810.264811.762.420121224940.43-54.00-7.7610.184811.732.350121223953.13-64.00-7.7310.084711.712.310121324950.53-74.00-7.7110.024911.742.350111324969.63-84.00-7.7410.094811.722.430131123919.63-94.00-7.7210.154711.752.360111123965.33-104.00-7.7510.1146项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）606.0632.4613.8622.8633.0628.7611.4612.0637.4612.0609.0631.8612.0626.2621.6631.8615.0601.8621.9614.3633.0629.9612.0616.1/实际水泥掺量（kg/m）60.062.060.061.062.062.060.060.062.060.060.062.060.062.061.062.060.060.062.061.062.062.060.061.0实际水灰比0.480.480.490.520.490.470.460.530.520.50.490.520.490.50.540.550.530.540.480.510.520.50.520.4748.0桩位偏差（cm）234520012422025533203210备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.742.360121324896.93-114.00-7.7410.104911.732.470121223936.03-124.00-7.7310.204711.752.480111124914.63-134.00-7.7510.234711.722.490121323946.73-144.00-7.7210.214811.752.460131225943.23-154.00-7.7510.214911.792.350111325924.23-164.00-7.7910.144911.702.490121224892.63-174.00-7.7010.194811.712.490121225936.43-184.00-7.7110.204811.792.490121325968.83-194.00-7.7910.284911.752.450121224918.04-194.00-7.7510.204711.762.390111223907.44-184.00-7.7610.154611.722.470121324960.34-174.00-7.7210.194911.732.470121124911.94-164.00-7.7310.204611.722.380121224939.34-154.00-7.7210.104911.702.490121224957.24-144.00-7.7010.194711.782.410131324979.34-134.00-7.7810.195011.792.460111223941.04-124.00-7.7910.254711.702.330121225926.84-114.00-7.7010.034911.732.300111324920.44-104.00-7.7310.034911.702.370131124927.54-94.00-7.7010.074811.722.490131125962.24-84.00-7.7210.214911.752.410121125944.94-74.00-7.7510.164811.792.410131325930.24-64.00-7.7910.205011.712.390111225905.74-54.00-7.7110.1048项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）605.4611.2604.8632.4616.7630.5625.6617.9606.0627.4626.5618.5611.8631.2619.8615.6633.0629.9621.2620.4611.2621.0626.2634.9/实际水泥掺量（kg/m）60.061.060.062.061.062.062.061.060.062.061.061.061.062.061.060.062.062.062.061.061.061.062.062.0实际水灰比0.490.530.510.510.510.540.550.470.50.50.480.550.470.540.50.490.540.460.520.510.470.480.510.5548.0桩位偏差（cm）433225254140022442522413备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.772.320121223902.04-44.00-7.7710.094611.702.320131324935.24-34.00-7.7010.024911.742.340121223913.24-24.00-7.7410.084711.732.470121225954.94-14.00-7.7310.204811.752.360121324931.25-14.00-7.7510.114911.732.440121224971.05-24.00-7.7310.174811.722.370111224969.65-34.00-7.7210.094711.752.380131225908.45-44.00-7.7510.134911.712.390131225909.05-54.00-7.7110.104911.742.380121223941.25-64.00-7.7410.124811.772.500121223927.25-74.00-7.7710.274711.802.340121224958.75-84.00-7.8010.144911.702.330111223899.45-94.00-7.7010.034611.782.400121123972.05-104.00-7.7810.184611.742.420131225929.65-114.00-7.7410.164911.792.470121324917.25-124.00-7.7910.264811.762.450121223974.95-134.00-7.7610.214711.712.450131225919.75-144.00-7.7110.164911.702.320131223944.35-154.00-7.7010.024811.742.430121325936.85-164.00-7.7410.175011.702.320131223898.55-174.00-7.7010.024811.702.480121324919.15-184.00-7.7010.184911.802.300121224945.65-194.00-7.8010.104811.782.460131325984.16-194.00-7.7810.2450项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）616.7616.2629.3635.5614.4638.0623.7616.1628.7612.0630.5606.6629.3614.3610.2608.4603.0630.5619.2621.2623.1619.8622.5619.2/实际水泥掺量（kg/m）61.060.062.062.060.062.062.061.062.060.062.060.062.061.060.060.060.062.061.062.062.061.062.061.0实际水灰比0.540.540.510.540.510.520.470.530.530.530.510.510.540.50.460.480.490.490.470.480.470.50.550.4648.0桩位偏差（cm）425325055443011514554513备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.782.330121224949.76-184.00-7.7810.114711.782.490121323948.96-174.00-7.7810.274811.702.450121224950.26-164.00-7.7010.154811.762.490131324978.76-154.00-7.7610.255011.802.440131324927.76-144.00-7.8010.244911.792.500121225969.76-134.00-7.7910.294911.712.350121324916.96-124.00-7.7110.064911.782.320131325942.66-114.00-7.7810.105011.752.390131324961.96-104.00-7.7510.145011.712.490111124936.46-94.00-7.7110.204711.742.430131324952.16-84.00-7.7410.175011.792.320111325916.06-74.00-7.7910.114911.732.420121324969.16-64.00-7.7310.154911.732.340111224921.46-54.00-7.7310.074811.782.390111225890.96-44.00-7.7810.174811.732.410131224900.46-34.00-7.7310.144811.702.350121123898.56-24.00-7.7010.054611.802.370121324939.56-14.00-7.8010.174911.702.450131224910.27-14.00-7.7010.154811.722.300121225919.47-24.00-7.7210.024911.702.350121124916.07-34.00-7.7010.054711.752.410131125929.67-44.00-7.7510.164911.712.330131224964.87-54.00-7.7110.044911.702.450131225904.07-64.00-7.7010.1549项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）624.3627.4628.1621.6606.6627.1606.0612.0631.8621.9621.0623.7614.9635.5609.6605.4606.6612.6627.4612.0629.9626.8634.9604.2/实际水泥掺量（kg/m）62.062.062.061.060.061.060.060.062.062.061.062.061.062.060.060.060.060.062.060.062.062.062.060.0实际水灰比0.460.460.490.510.50.510.460.540.520.490.460.490.470.550.510.530.480.550.530.50.540.470.510.5248.0桩位偏差（cm）245350511415340301311255备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.712.360111324911.57-74.00-7.7110.074811.712.410131223916.17-84.00-7.7110.124811.802.330121323935.87-94.00-7.8010.134811.732.460131223938.67-104.00-7.7310.194711.762.350111224909.97-114.00-7.7610.114711.792.490131323946.97-124.00-7.7910.284911.782.320121124884.87-134.00-7.7810.104711.712.490111225942.57-144.00-7.7110.204811.772.420121324960.37-154.00-7.7710.194911.722.310131224926.67-164.00-7.7210.034911.712.470131225906.67-174.00-7.7110.184911.732.330111224929.37-184.00-7.7310.064711.712.370121125903.97-194.00-7.7110.084811.782.470121225985.08-194.00-7.7810.254911.722.440121124920.58-184.00-7.7210.164811.782.310131225926.38-174.00-7.7810.094911.742.370111225897.88-164.00-7.7410.114811.792.420121225949.58-154.00-7.7910.214911.702.420121224960.08-144.00-7.7010.124911.702.500121225918.08-134.00-7.7010.204811.742.420131323970.18-124.00-7.7410.164911.792.320111223921.48-114.00-7.7910.114711.772.470121125958.78-104.00-7.7710.244811.702.370131324918.48-94.00-7.7010.0750项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）609.6630.5617.9622.2633.0630.5607.2612.0611.4614.9611.2625.6624.6613.7607.8615.6633.6615.0618.5634.3628.3628.7625.9603.0/实际水泥掺量（kg/m）60.062.061.061.062.062.060.060.060.061.061.062.061.061.060.060.062.060.061.062.061.062.061.060.0实际水灰比0.520.550.540.530.520.530.540.490.530.520.520.550.480.540.550.510.490.50.490.510.490.550.50.4648.0桩位偏差（cm）100131151533152534401515备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.732.430121124926.68-84.00-7.7310.164711.792.380121225977.38-74.00-7.7910.174811.722.410111123951.68-64.00-7.7210.134611.782.420131324952.08-54.00-7.7810.204911.732.480121324962.28-44.00-7.7310.214811.752.420121124964.78-34.00-7.7510.174811.792.330121125935.18-24.00-7.7910.124711.752.450121224911.98-14.00-7.7510.204811.712.480121124935.49-14.00-7.7110.194811.772.310131224934.69-24.00-7.7710.084911.722.300121224929.19-34.00-7.7210.024911.762.330121224969.69-44.00-7.7610.094811.752.490121224924.59-54.00-7.7510.244811.712.350111324945.09-64.00-7.7110.064811.752.380121224942.19-74.00-7.7510.134811.762.500121223929.69-84.00-7.7610.264711.732.490111324944.19-94.00-7.7310.224811.782.470111125922.59-104.00-7.7810.254711.732.410111223921.69-114.00-7.7310.144711.792.440121125957.79-124.00-7.7910.234811.802.500131223936.29-134.00-7.8010.304811.762.380131325974.59-144.00-7.7610.145111.802.460111124938.89-154.00-7.8010.264711.702.350111225880.49-164.00-7.7010.0548项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）600.6634.9619.2622.2617.9613.1618.5606.6609.0605.4631.2604.2614.3622.8629.9634.9633.0611.4628.1606.6623.1606.0622.2605.4/实际水泥掺量（kg/m）60.062.061.061.061.061.061.060.060.060.062.060.061.061.062.062.062.060.062.060.062.060.061.060.0实际水灰比0.460.460.550.50.550.510.460.530.470.490.50.490.460.550.460.490.480.50.490.460.530.480.530.5248.0桩位偏差（cm）315301104101244553531315备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.712.300131324876.99-174.00-7.7110.014911.742.500121123926.99-184.00-7.7410.244711.762.390111124959.79-194.00-7.7610.154711.722.480121125933.310-194.00-7.7210.204811.732.400111224957.810-184.00-7.7310.134711.732.320131125925.710-174.00-7.7310.054911.732.410111125903.110-164.00-7.7310.144711.752.360111125928.110-154.00-7.7510.114711.712.440131225895.210-144.00-7.7110.155011.792.300121225902.010-134.00-7.7910.094911.712.470111123946.710-124.00-7.7110.184511.712.360111124900.310-114.00-7.7110.074711.752.320111124896.810-104.00-7.7510.074611.742.470111224965.410-94.00-7.7410.214711.762.400121323919.710-84.00-7.7610.164811.772.470121225946.010-74.00-7.7710.244911.752.460111124936.910-64.00-7.7510.214611.802.390111224917.110-54.00-7.8010.194711.782.350121224935.810-44.00-7.7810.134911.722.390121123885.610-34.00-7.7210.114711.742.310121325953.310-24.00-7.7410.055011.802.300131224896.910-14.00-7.8010.104911.732.470111225952.011-14.00-7.7310.204911.742.350111123920.211-24.00-7.7410.0946项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）609.6636.1614.9636.1624.0607.8601.8631.2603.6607.2605.4627.4617.4610.2616.7612.6621.6612.6613.2609.0625.3601.8611.4627.1/实际水泥掺量（kg/m）60.062.061.062.061.060.060.062.060.060.060.062.060.060.061.060.061.060.060.060.061.060.060.061.0实际水灰比0.470.540.480.530.460.530.490.50.50.540.540.490.540.50.530.510.50.490.520.470.50.50.540.4748.0桩位偏差（cm）052122324421131210510015备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.802.360131225896.111-34.00-7.8010.164911.762.500121224979.611-44.00-7.7610.264811.722.360121324910.011-54.00-7.7210.084811.762.500121124973.311-64.00-7.7610.264711.742.490121225911.111-74.00-7.7410.234911.802.330121124929.911-84.00-7.8010.134711.702.330131224896.711-94.00-7.7010.034911.792.390131224946.711-104.00-7.7910.184911.752.310121223905.411-114.00-7.7510.064811.792.330131325935.111-124.00-7.7910.125011.752.340121224932.311-134.00-7.7510.094911.762.360121124934.911-144.00-7.7610.124711.802.490131225950.811-154.00-7.8010.295011.752.420121324915.311-164.00-7.7510.174911.702.410111123943.611-174.00-7.7010.114511.762.450111224925.011-184.00-7.7610.214611.712.480121123932.411-194.00-7.7110.194711.752.460111124912.812-194.00-7.7510.214611.802.420131125932.112-184.00-7.8010.224911.752.400131123895.212-174.00-7.7510.154711.772.480131324937.912-164.00-7.7710.255011.732.300121124902.712-154.00-7.7310.034811.712.480111225941.612-144.00-7.7110.194811.802.480121224921.812-134.00-7.8010.2848项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）619.2615.5619.2634.9631.8624.3621.9626.2624.6625.9612.0614.9612.4621.6603.6628.7600.6613.2616.2616.1625.0634.3627.7614.3/实际水泥掺量（kg/m）61.061.061.062.062.062.062.062.061.061.060.061.061.061.060.062.060.060.060.061.062.062.061.061.0实际水灰比0.50.510.50.480.550.490.540.550.50.460.510.510.480.540.530.550.50.50.490.460.470.490.480.4648.0桩位偏差（cm）530514035413554022044315备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.792.360111124928.712-124.00-7.7910.154611.742.350131224929.412-114.00-7.7410.094911.752.400131324928.712-104.00-7.7510.154911.752.490121125939.612-94.00-7.7510.244811.702.490111125979.312-84.00-7.7010.194711.762.310121224930.312-74.00-7.7610.074911.732.300121225957.712-64.00-7.7310.034911.742.360121224970.612-54.00-7.7410.104811.742.500131225937.012-44.00-7.7410.245011.762.500131224913.812-34.00-7.7610.264911.742.460121123924.112-24.00-7.7410.204711.742.340131225928.512-14.00-7.7410.085011.722.320131124906.413-14.00-7.7210.044811.702.490111225957.213-24.00-7.7010.194811.732.330121124923.513-34.00-7.7310.064811.752.390121224974.513-44.00-7.7510.144711.702.310111224900.913-54.00-7.7010.014711.772.450111124919.813-64.00-7.7710.224711.772.500131223918.113-74.00-7.7710.274811.792.310121224899.513-84.00-7.7910.104911.722.360121224918.713-94.00-7.7210.084811.792.440121224945.013-104.00-7.7910.234711.802.490131324929.013-114.00-7.8010.295011.722.350121224896.813-124.00-7.7210.0748项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80地面标高（m)8080累计水泥用量（kg）629.9611.8613.7631.8628.1606.0610.2622.8627.4636.7628.1615.5613.7606.6625.3613.8628.7636.7622.5613.1611.4609.0630.5629.9/实际水泥掺量（kg/m）62.061.061.062.062.060.060.061.062.062.062.061.061.060.061.060.062.062.062.061.060.060.062.062.0实际水灰比0.480.480.510.480.530.480.530.550.50.480.530.490.540.520.550.480.530.520.550.540.530.550.470.5548.0桩位偏差（cm）451220215441301530251025备注工作时间钻孔桩底喷浆桩顶累计喷浆量桩 号长度标高长度标高钻孔用时喷浆搅拌重复搅拌合计（kg）（m）（m)（m）（m)（ min）用时（min）用时（min）（min）11.792.370131224932.313-134.00-7.7910.164811.702.330121224905.513-144.00-7.7010.034711.712.350121223926.613-154.00-7.7110.064711.762.430111224935.013-164.00-7.7610.194711.762.370131124960.913-174.00-7.7610.134811.702.400121124896.913-184.00-7.7010.104611.742.430121325933.613-194.00-7.7410.174911.742.470121123965.414-194.00-7.7410.214711.752.370121124941.214-184.00-7.7510.124711.792.480121223942.414-174.00-7.7910.274711.702.430121125960.914-164.00-7.7010.134811.772.320131225917.114-154.00-7.7710.095011.742.320131225945.014-144.00-7.7410.064911.712.400111125922.014-134.00-7.7110.114711.782.470111224969.114-124.00-7.7810.254811.772.460131123908.414-114.00-7.7710.234711.762.380121323961.914-104.00-7.7610.144811.802.470121225967.814-94.00-7.8010.274811.732.310121224964.814-84.00-7.7310.044811.752.300121224944.114-74.00-7.7510.054811.792.400121124935.414-64.00-7.7910.194711.802.350111123944.014-54.00-7.8010.154611.772.400131224926.914-44.00-7.7710.174911.752.410131124976.414-34.00-7.7510.1648项目技术负责人： 质检员： 施工员： 珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）年 月 日市政基础设施工程
深层搅拌桩施工记录
市政施—15
共 页 ，第 页工程名称单位工程名称里程（区号）K0+045.543~K0+056.383设计桩底标高（m)-7.60钻进速度（cm/min)设计（试桩成果）参数80桩 号14-214-115-115-215-315-415-515-615-715-815-915-1015-1115-1215-1315-1415-1515-1615-1715-1815-19地面标高（m)4.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.004.00钻孔长度（m）11.7911.7311.8011.7111.7711.7811.7911.7911.7011.7611.7911.7611.8011.7211.7611.7711.7911.7511.7211.8011.78桩底标高（m)-7.79-7.73-7.80-7.71-7.77-7.78-7.79-7.79-7.70-7.76-7.79-7.76-7.80-7.72-7.76-7.77-7.79-7.75-7.72-7.80-7.78喷浆长度（m）10.1610.2310.1510.1610.1910.2010.0910.2210.1010.1310.2810.2310.1310.2210.2510.2710.1610.0810.2210.1310.20桩顶标高（m)2.3702.5002.3502.4502.4202.4202.3002.4302.4002.3702.4902.4702.3302.5002.4902.5002.3702.3302.5002.3302.42080工作时间钻孔用时（ min）111112121313131113111312131311131212121112喷浆搅拌用时（min）111213121311121312131112111112111312131313重复搅拌用时（min）252324232525242525232323242424232424242423合计（min）47474948504949495047474748484847484748484880累计喷浆量（kg）926.0926.0931.8902.2929.3973.9925.9963.1942.6942.1987.9908.4917.0941.4959.6961.5970.1924.9907.5911.7948.6累计水泥用量（kg）629.9634.3609.0609.6611.4632.4625.6633.6616.1628.1637.4613.8628.1623.4635.5636.7629.9625.0613.2607.8612.0/实际水泥掺量（kg/m）62.062.060.060.060.062.062.062.061.062.062.060.062.061.062.062.062.062.060.060.060.0实际水灰比0.470.460.530.480.520.540.480.520.530.50.550.480.460.510.510.510.540.480.480.50.5548.0桩位偏差（cm）200341525453141433243备注珠海科技创新海岸(北围)A区、B区市政道路工程十一标段金峰北路设计桩顶标高（m)2.00设计桩长（m)9.60提升速度（cm/min)承包单位分包单位设计水灰比0.45~0.55喷浆搅拌速度（cm/min)设计水泥掺入量（kg/m）60喷气压力（MPa）深圳市中邦（集团）建设总承包有限公司/机具型号SP-5机号1#~4#浆喷入量（kg/min）项目技术负责人： 质检员： 施工员： 年 月 日
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