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1、修改桩长、桩底标高后可自动计算数据。本表采用钻进、提升速度为80cm/min，水泥用量取51kg/m，水灰比0.65，钻孔长度增加变量38cm，以确保桩长设计，钻孔长度为设计桩长+0.5m桩头，施工工艺为四搅四喷，若工艺有变，则对应修改相应数据即可。 数据生成后，须复制后选择性黏贴为数据另存，避免因自动计算造成数据变动。水泥搅拌桩施工记录自动计算区桩 号地面标高（m)钻孔长度（m）桩底标高（m)喷浆长度（m）桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（mi
2、n）22.869.8712.999.3722.3613133750831503510.652122.869.8513.019.3522.3613133750845512520.652222.869.86139.3622.3613133649846513520.652322.869.8712.999.3722.3613133750847513520.653422.869.8413.029.3422.3613133750844512520.651522.869.8513.019.3522.3613133750845512520.651622.869.8513.019.3522.3613133750
3、829502510.652722.869.8313.039.3322.3613133750843511520.653822.869.8712.999.3722.3613133750847513520.652922.869.8413.029.3422.3613133649844512520.6521022.869.8313.039.3322.3613133750843511520.6511122.869.8413.029.3422.3613133750828502510.6511222.869.8712.999.3722.3613133750847513520.652122.869.8313.0
4、39.3322.3613133750827501510.651222.869.8712.999.3722.3613133750831503510.652322.869.8712.999.3722.3613133750847513520.652422.869.8513.019.3522.3613133649829502510.652522.869.8313.039.3322.3613133750827501510.651622.869.8712.999.3722.3613133750831503510.652723.067.0715.996.5722.5610102737607368520.65
5、3823.067.06166.5622.5610102636594360510.652923.067.0416.026.5422.5610102636592359510.6521023.067.0715.996.5722.56992635607368520.6531123.067.0416.026.5422.56992635604366520.6531223.067.0516.016.5522.5610102636593360510.651123.067.0316.036.5322.56992635592359510.652223.067.0416.026.5422.5699263560436
6、6520.652323.067.0416.026.5422.5610102636604366520.652423.067.0416.026.5422.5610102636604366520.651523.067.0316.036.5322.56992635603366520.652623.067.0316.036.5322.56992635592359510.653723.067.06166.5622.56992635594360510.652823.067.0516.016.5522.5610102636605367520.653923.067.0316.036.5322.569926356
7、03366520.6511023.067.0316.036.5322.56992635603366520.6521123.067.0715.996.5722.56992635595361510.6511223.067.0715.996.5722.5610102636607368520.651123.067.0416.026.5422.5610102636604366520.652223.067.0715.996.5722.56992635607368520.651323.067.0316.036.5322.5610102636592359510.652423.067.0715.996.5722
8、.5610102636607368520.653523.067.0516.016.5522.56992635605367520.652623.067.0316.036.5322.56992635603366520.653723.067.0516.016.5522.56992635605367520.652823.067.0715.996.5722.5610102737595361510.652923.067.0715.996.5722.5610102636595361510.6511023.067.0516.016.5522.56992635605367520.6531123.067.0416
9、.026.5422.5610102636604366520.6521223.067.0316.036.5322.5610102737592359510.653123.067.0316.036.5322.56992635592359510.651223.067.0516.016.5522.5610102636605367520.652323.067.0416.026.5422.56992635592359510.653423.067.0715.996.5722.5610102636607368520.652523.067.0715.996.5722.5610102636595361510.652
10、623.067.0416.026.5422.56992635592359510.652723.067.0715.996.5722.5610102636607368520.651823.067.06166.5622.56992635606367520.653923.067.0715.996.5722.56992635607368520.6521023.067.0516.016.5522.56992635605367520.6521123.067.0715.996.5722.56992635595361510.6511223.067.0416.026.5422.561010263659235951
11、0.653123.067.0516.016.5522.56992635593360510.652223.067.0316.036.5322.56992635603366520.651323.067.0416.026.5422.56992736604366520.652423.067.0715.996.5722.5610102636607368520.653523.067.06166.5622.56992635606367520.653623.067.06166.5622.56992635594360510.652723.067.0516.016.5522.5610102636605367520
12、.651823.067.0516.016.5522.56992635605367520.653923.067.0516.016.5522.5610102636605367520.6521023.067.0516.016.5522.56992736605367520.6511123.067.0316.036.5322.56992635603366520.6511223.067.06166.5622.56992635606367520.651123.067.0416.026.5422.5610102636604366520.652223.067.0516.016.5522.569926356053
13、67520.652323.067.0715.996.5722.5610102636607368520.651423.067.0316.036.5322.5610102636592359510.651523.067.06166.5622.56992635594360510.653622.869.86139.3622.3613133750830503510.653722.869.8413.029.3422.3613133750828502510.653823.067.0516.016.5522.56992635605367520.652923.067.0316.036.5322.561010263
14、6603366520.6521023.067.0715.996.5722.5610102636607368520.6531123.067.0715.996.5722.5610102636607368520.6521223.067.0516.016.5522.5610102636593360510.653123.067.0416.026.5422.56992635592359510.653223.067.0516.016.5522.56992635593360510.652323.067.0516.016.5522.56992635605367520.652423.067.0316.036.53
15、22.5610102636603366520.651523.067.0715.996.5722.56992635607368520.651623.067.0416.026.5422.56992635592359510.652723.067.0516.016.5522.5610102636593360510.653823.067.0715.996.5722.5610102636595361510.651923.067.0516.016.5522.56992635593360510.6521023.067.06166.5622.5610102636606367520.6511123.067.061
16、66.5622.56992635606367520.6531223.067.0715.996.5722.5610102636595361510.651123.067.0516.016.5522.5610102636605367520.653223.067.06166.5622.56992635594360510.653323.067.0316.036.5322.56992635592359510.651423.067.06166.5622.56992635594360510.653523.067.0416.026.5422.56992635592359510.651623.067.0316.0
17、36.5322.5610102636603366520.652723.067.0416.026.5422.56992635592359510.651823.067.0316.036.5322.56992635603366520.651923.067.06166.5622.56992635606367520.6521023.067.0316.036.5322.5610102636592359510.6531123.067.0715.996.5722.56992635595361510.6511223.067.06166.5622.56992635594360510.651123.067.0416
18、.026.5422.56992635604366520.652223.067.06166.5622.56992635606367520.653323.067.0715.996.5722.5610102636607368520.652423.067.0516.016.5522.5610102636593360510.651523.067.06166.5622.5610102636594360510.652623.067.0715.996.5722.5610102636607368520.652723.067.0316.036.5322.5610102636592359510.651823.067
19、.0715.996.5722.5610102737607368520.651923.067.0416.026.5422.56992635604366520.6521023.067.0416.026.5422.5610102636592359510.6531123.067.0316.036.5322.5610102636592359510.65312数据区序号桩长桩底标高钻进、提升速度每米水泥用量桩头增加长度19.313.060.770.770.770.790.8510.50.079.313.060.80.780.770.790.8520.50.059.313.060.770.780.80.80
20、.8520.50.069.313.060.790.790.770.80.79520.50.079.313.060.80.770.780.770.8520.50.049.313.060.780.770.770.780.77520.50.059.313.060.80.780.790.770.78510.50.059.313.060.790.780.780.780.79520.50.039.313.060.770.770.780.780.79520.50.079.313.060.790.80.790.790.8520.50.049.313.060.80.780.80.780.77520.50.039
21、.313.060.770.770.80.770.78510.50.0429.313.060.780.80.770.790.77520.50.079.313.060.780.780.770.80.79510.50.039.313.060.790.80.790.790.78510.50.079.313.060.790.80.790.790.77520.50.079.313.060.770.780.790.80.8510.50.059.313.060.80.790.80.780.77510.50.039.313.060.790.790.80.80.78510.50.076.516.060.780.7
22、80.770.790.77520.50.076.516.060.770.80.790.790.78510.50.066.516.060.770.790.790.770.8510.50.046.516.060.80.770.80.80.79520.50.076.516.060.80.790.770.780.79520.50.0436.516.060.780.780.780.780.77510.50.056.516.060.80.770.780.770.77510.50.036.516.060.80.790.780.790.77520.50.046.516.060.780.780.790.80.7
23、7520.50.046.516.060.770.780.770.790.79520.50.046.516.060.790.780.790.780.77520.50.036.516.060.790.80.790.790.79510.50.036.516.060.790.790.790.780.79510.50.066.516.060.770.770.80.80.79520.50.056.516.060.790.770.770.770.8520.50.036.516.060.80.780.780.790.8520.50.036.516.060.790.780.790.780.79510.50.07
24、46.516.060.770.790.780.790.8520.50.076.516.060.780.780.790.790.77520.50.046.516.060.80.780.770.790.78520.50.076.516.060.770.780.790.790.8510.50.036.516.060.780.790.80.80.78520.50.076.516.060.80.780.790.80.8520.50.056.516.060.80.780.780.80.77520.50.036.516.060.80.780.790.790.8520.50.056.516.060.780.7
25、90.770.780.77510.50.076.516.060.780.770.770.780.79510.50.076.516.060.80.790.790.770.78520.50.056.516.060.770.770.770.790.77520.50.0456.516.060.770.790.770.770.77510.50.036.516.060.790.780.790.780.79510.50.036.516.060.770.790.80.770.78520.50.056.516.060.80.80.780.770.8510.50.046.516.060.770.80.780.77
26、0.8520.50.076.516.060.770.780.80.790.8510.50.076.516.060.790.790.790.80.8510.50.046.516.060.780.80.80.780.79520.50.076.516.060.790.790.80.80.78520.50.066.516.060.790.780.770.80.78520.50.076.516.060.790.790.80.780.78520.50.056.516.060.790.770.770.80.79510.50.0766.516.060.780.80.780.780.79510.50.046.5
27、16.060.80.770.80.770.77510.50.056.516.060.790.80.780.770.78520.50.036.516.060.80.780.780.770.77520.50.046.516.060.780.780.780.80.8520.50.076.516.060.790.770.790.780.78520.50.066.516.060.80.80.770.80.78510.50.066.516.060.770.80.790.780.79520.50.056.516.060.80.780.770.790.8520.50.056.516.060.770.790.7
28、90.770.8520.50.056.516.060.80.770.780.770.77520.50.056.516.060.80.80.790.770.78520.50.0376.516.060.80.790.790.80.78520.50.066.516.060.780.770.790.770.8520.50.046.516.060.790.790.770.780.79520.50.056.516.060.780.80.80.770.77520.50.076.516.060.770.770.790.790.78510.50.036.516.060.790.80.780.790.8510.5
29、0.069.313.060.780.780.780.780.8510.50.069.313.060.790.780.80.780.78510.50.046.516.060.790.780.790.770.77520.50.056.516.060.770.790.780.780.8520.50.036.516.060.770.80.780.790.78520.50.076.516.060.770.780.790.780.79520.50.0786.516.060.770.790.780.770.78510.50.056.516.060.80.780.790.770.78510.50.046.51
30、6.060.790.790.770.770.79510.50.056.516.060.790.790.80.80.77520.50.056.516.060.780.790.780.790.79520.50.036.516.060.80.80.780.790.8520.50.076.516.060.80.80.80.780.79510.50.046.516.060.780.80.80.780.79510.50.056.516.060.780.780.780.780.78510.50.076.516.060.80.780.790.790.78510.50.056.516.060.770.780.7
31、80.80.79520.50.066.516.060.790.780.770.790.78520.50.0696.516.060.770.80.780.790.78510.50.076.516.060.770.790.770.780.8520.50.056.516.060.790.780.780.780.79510.50.066.516.060.790.780.770.790.79510.50.036.516.060.790.790.780.80.8510.50.066.516.060.80.790.80.780.79510.50.046.516.060.780.770.780.780.775
32、20.50.036.516.060.80.770.790.790.78510.50.046.516.060.80.790.790.780.77520.50.036.516.060.80.780.770.780.79520.50.066.516.060.770.80.80.80.77510.50.036.516.060.790.780.780.780.8510.50.07106.516.060.80.770.80.790.77510.50.066.516.060.790.80.80.770.77520.50.046.516.060.790.780.80.780.78520.50.066.516.
33、060.780.80.790.790.79520.50.076.516.060.780.780.780.80.8510.50.056.516.060.780.80.80.80.79510.50.066.516.060.780.770.790.80.77520.50.076.516.060.780.780.80.780.8510.50.036.516.060.770.780.780.770.77520.50.076.516.060.80.80.80.770.8520.50.046.516.060.770.80.80.770.78510.50.046.516.060.780.80.770.80.7
34、8510.50.03市政基础设施工程深深层层搅搅拌拌桩桩施施工工记记录录市政施15共 页 ，第 页工程名称广州市新广从路快速化改造工程（黄石东路-街口）【施工14标】-1段土建工程承包单位广州建筑股份有限公司单位工程名称道路工程分包单位/里程（区号）设计桩底标高（m)设计桩顶标高（m)设计桩长（m)设计水灰比设计水泥掺入量（kg/m）机具型号机号#REF!0#REF!0.550.6550kgPH-5A1#设计（试桩 成果）参数钻进速度（cm/min)提升速度（cm/min)喷浆搅拌速度（cm/min)喷气压力（MPa）浆喷入量（kg/min）8080800.6桩 号地面标高（m)钻孔长度（m）
35、桩底标高（m)喷浆长度（m）桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（min）项目技术负责人： 质检员： 施工员： 监理工程师： 2016年 07 月 11 日 市政基础设施工程深深层层搅搅拌拌桩桩施施工工记记录录市政施15共 页 ，第 页工程名称广州市新广从路快速化改造工程（黄石东路-街口）【施工14标】-1段土建工程承包单位广州建筑股份有限公司单位工程名称道路工程分包单位/里程（区号）设计桩底标高（m)设计桩顶标高（m)设计桩长（m)设计水灰比设计水
36、泥掺入量（kg/m）机具型号机号0#REF!0#REF!0.550.6550kgPH-5A1#设计（试桩 成果）参数钻进速度（cm/min)提升速度（cm/min)喷浆搅拌速度（cm/min)喷气压力（MPa）浆喷入量（kg/min）8080800.6桩 号地面标高（m)钻孔长度（m）桩底标高（m)喷浆长度（m）桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（min）项目技术负责人： 质检员： 施工员： 监理工程师： 2016年 07 月 11 日 市政基础设
37、施工程深深层层搅搅拌拌桩桩施施工工记记录录市政施15共 页 ，第 页工程名称广州市新广从路快速化改造工程（黄石东路-街口）【施工14标】-1段土建工程承包单位广州建筑股份有限公司单位工程名称道路工程分包单位/里程（区号）设计桩底标高（m)设计桩顶标高（m)设计桩长（m)设计水灰比设计水泥掺入量（kg/m）机具型号机号0#REF!0#REF!0.550.6550kgPH-5A1#设计（试桩 成果）参数钻进速度（cm/min)提升速度（cm/min)喷浆搅拌速度（cm/min)喷气压力（MPa）浆喷入量（kg/min）8080800.6桩 号地面标高（m)钻孔长度（m）桩底标高（m)喷浆长度（m）
38、桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（min）项目技术负责人： 质检员： 施工员： 监理工程师： 2016年 07 月 11 日 市政基础设施工程深深层层搅搅拌拌桩桩施施工工记记录录市政施15共 页 ，第 页工程名称广州市新广从路快速化改造工程（黄石东路-街口）【施工14标】-1段土建工程承包单位广州建筑股份有限公司单位工程名称道路工程分包单位/里程（区号）设计桩底标高（m)设计桩顶标高（m)设计桩长（m)设计水灰比设计水泥掺入量（kg/m）机具型号
39、机号0#REF!0#REF!0.550.6550kgPH-5A1#设计（试桩 成果）参数钻进速度（cm/min)提升速度（cm/min)喷浆搅拌速度（cm/min)喷气压力（MPa）浆喷入量（kg/min）8080800.6桩 号地面标高（m)钻孔长度（m）桩底标高（m)喷浆长度（m）桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（min）项目技术负责人： 质检员： 施工员： 监理工程师： 2016年 07 月 11 日 市政基础设施工程深深层层搅搅拌拌桩桩施
40、施工工记记录录市政施15共 页 ，第 页工程名称广州市新广从路快速化改造工程（黄石东路-街口）【施工14标】-1段土建工程承包单位广州建筑股份有限公司单位工程名称道路工程分包单位/里程（区号）设计桩底标高（m)设计桩顶标高（m)设计桩长（m)设计水灰比设计水泥掺入量（kg/m）机具型号机号0#REF!0#REF!0.550.6550kgPH-5A1#设计（试桩 成果）参数钻进速度（cm/min)提升速度（cm/min)喷浆搅拌速度（cm/min)喷气压力（MPa）浆喷入量（kg/min）8080800.6桩 号地面标高（m)钻孔长度（m）桩底标高（m)喷浆长度（m）桩顶标高（m)工作时间累计喷浆量（kg）累计水泥用量（kg）实际水泥掺量（kg/m）实际水灰比桩位偏差（cm）备注钻孔用时（ min）喷浆搅拌用时（min）重复搅拌用时（min）合计（min）项目技术负责人： 质检员： 施工员： 监理工程师： 2016年 07 月 11 日