深层搅拌桩施工记录-自动计算-

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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-1,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,1,,

37-2,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,780,,520,52,0.5,,0,,

37-3,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,800,,500,50,0.6,,0,,

37-4,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,780,,520,52,0.5,,0,,

37-5,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,832,,520,52,0.6,,0,,

37-6,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,765,,510,51,0.5,,1,,

37-7,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,780,,520,52,0.5,,1,,

37-8,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,0,,

37-9,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,832,,520,52,0.6,,0,,

37-10,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,1,,

37-11,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,816,,510,51,0.6,,0,,

37-12,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,0,,

37-13,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,780,,520,52,0.5,,0,,

37-14,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,832,,520,52,0.6,,0,,

37-15,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,765,,510,51,0.5,,1,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月11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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-16,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,0,,

37-17,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,750,,500,50,0.5,,0,,

37-18,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,1,,

37-19,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,765,,510,51,0.5,,1,,

37-20,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,816,,510,51,0.6,,0,,

37-21,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,816,,510,51,0.6,,0,,

37-22,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,816,,510,51,0.6,,0,,

37-23,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,0,,

37-24,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,0,,

37-25,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,765,,510,51,0.5,,0,,

37-26,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,0,,

37-27,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,750,,500,50,0.5,,0,,

37-28,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,1,,

37-29,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,0,,

37-30,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,800,,500,50,0.6,,1,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月12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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-31,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,800,,500,50,0.6,,0,,

37-32,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,800,,500,50,0.6,,0,,

37-33,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,800,,500,50,0.6,,0,,

37-34,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,0,,

37-35,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,832,,520,52,0.6,,1,,

37-36,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,816,,510,51,0.6,,0,,

37-37,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,832,,520,52,0.6,,0,,

37-38,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,780,,520,52,0.5,,0,,

37-39,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,765,,510,51,0.5,,1,,

37-40,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,750,,500,50,0.5,,1,,

37-41,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,750,,500,50,0.5,,1,,

37-42,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,816,,510,51,0.6,,0,,

37-43,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,780,,520,52,0.5,,1,,

37-44,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,750,,500,50,0.5,,0,,

37-45,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,750,,500,50,0.5,,1,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月13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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-46,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,780,,520,52,0.5,,0,,

37-47,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,800,,500,50,0.6,,1,,

37-48,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,800,,500,50,0.6,,1,,

37-49,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,0,,

37-50,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,816,,510,51,0.6,,0,,

37-51,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,816,,510,51,0.6,,1,,

37-52,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,765,,510,51,0.5,,1,,

37-53,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,780,,520,52,0.5,,0,,

37-54,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,780,,520,52,0.5,,0,,

37-55,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,800,,500,50,0.6,,1,,

37-56,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,0,,

37-57,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,780,,520,52,0.5,,0,,

37-58,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,765,,510,51,0.5,,0,,

37-59,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,800,,500,50,0.6,,1,,

37-60,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,780,,520,52,0.5,,0,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月14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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-61,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,816,,510,51,0.6,,0,,

37-62,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,780,,520,52,0.5,,1,,

37-63,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,800,,500,50,0.6,,0,,

37-64,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,750,,500,50,0.5,,0,,

37-65,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,816,,510,51,0.6,,0,,

37-66,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,816,,510,51,0.6,,1,,

37-67,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,0,,

37-68,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,832,,520,52,0.6,,0,,

37-69,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,1,,

37-70,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,832,,520,52,0.6,,1,,

37-71,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,780,,520,52,0.5,,0,,

37-72,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,780,,520,52,0.5,,0,,

37-73,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,800,,500,50,0.6,,0,,

37-74,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,800,,500,50,0.6,,0,,

37-75,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,765,,510,51,0.5,,1,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月15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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-76,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,816,,510,51,0.6,,0,,

37-77,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,832,,520,52,0.6,,1,,

37-78,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,800,,500,50,0.6,,1,,

37-79,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,1,,

37-80,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,816,,510,51,0.6,,0,,

37-81,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,765,,510,51,0.5,,0,,

37-82,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,1,,

37-83,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,800,,500,50,0.6,,0,,

37-84,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,0,,

37-85,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,800,,500,50,0.6,,0,,

37-86,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,816,,510,51,0.6,,0,,

37-87,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,765,,510,51,0.5,,1,,

37-88,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,0,,

37-89,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,816,,510,51,0.6,,0,,

37-90,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,765,,510,51,0.5,,0,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月16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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

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）,,,

,,,56,,,,,,56,,,,56,,,,,,,21,,,

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）",,,,,,,,,

37-91,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,832,,520,52,0.6,,1,,

37-92,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,780,,520,52,0.5,,0,,

37-93,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,780,,520,52,0.5,,0,,

37-94,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,750,,500,50,0.5,,1,,

37-95,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,750,,500,50,0.5,,1,,

37-96,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,765,,510,51,0.5,,0,,

37-97,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,816,,510,51,0.6,,0,,

37-98,-0.600,10,,-10.600,10,-0.600,,18,,18,,18,,36,780,,520,52,0.5,,0,,

37-99,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,800,,500,50,0.6,,0,,

37-100,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,780,,520,52,0.5,,1,,

37-101,-0.600,10,,-10.600,10,-0.600,,19,,19,,19,,38,800,,500,50,0.6,,0,,

37-102,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,800,,500,50,0.6,,0,,

37-103,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,780,,520,52,0.5,,0,,

37-104,-0.600,10,,-10.600,10,-0.600,,19,,19,,18,,37,800,,500,50,0.6,,0,,

37-105,-0.600,10,,-10.600,10,-0.600,,18,,18,,19,,37,832,,520,52,0.6,,1,,

项目技术负责人：质检员：施工员：监理工程师：设计负责人：勘察负责人：建设负责人：2010年7月17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,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,承包单位,,佛山市市政建设工程有限公司,,,,,,,,

单位工程名称,,,东南污水处理厂厂外管网DN1200以下污水干管工程（A标段）,,,,,,,,,,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,

37#顶管井,,,-10.600,,,,-0.600,,,,10,,,0.5～0.6,,50,,,PH-5B,,,4号机,

设计（试桩