鉆孔灌注樁后壓漿施工記錄表

鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注1MZ127.52011.10.05樁底07:40-08:00502.20.61100P.O42.5BW-250型樁側(cè)09:50-10:15502.40.65002MZ227.52011.10.05樁底08:10-08:30502.20.61100P.O42.5BW-250型樁側(cè)10:20-10:45502.40.65003SZ319.42011.10.05樁底08:40-09:00502.20.61100P.O42.5BW-250型樁側(cè)10:50-11:10502.40.65004MZ427.52011.10.05樁底09:05-09:20502.40.61100P.O42.5BW-250型樁側(cè)11:25-11:40502.20.65005MZ527.62011.10.05樁底09:25-09:40502.40.61100P.O42.5BW-250型樁側(cè)11:45-12:00502.20.65006MZ1127.72011.10.05樁底09:50-10:10502.20.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.00.65007MZ1327.62011.10.05樁底10:15-10:30502.40.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.20.65008SZ1219.52011.10.05樁底09:50-10:10502.60.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.40.65009MZ1427.52011.10.06樁底10:15-10:30502.40.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.20.650010MZ1527.52011.10.06樁底10:45-11:00502.20.61100P.O42.5BW-250型樁側(cè)13:00-13:15502.40.650011MZ627.62011.10.06樁底11:15-11:30502.20.61100P.O42.5BW-250型樁側(cè)13:20-13:35502.40.650012MZ727.62011.10.06樁底11:40-12:00502.20.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.40.650013SZ2819.52011.10.06樁底12:05-12:25502.40.61100P.O42.5BW-250型樁側(cè)14:10-14:25502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：001施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注14MZ927.52011.10.06樁底12:30-12:40502.20.61100P.O42.5BW-250型樁側(cè)14:40-15:00502.40.650015MZ1027.62011.10.06樁底12:50-13:00502.20.61100P.O42.5BW-250型樁側(cè)15:10-15:25502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：002施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注1GZ10417.52011.12.09樁底06:00-06:10502.20.61100P.O42.5BW-250型樁側(cè)08:15-08:30502.40.65002GZ10317.52011.12.09樁底06:15-06:30502.20.61100P.O42.5BW-250型樁側(cè)08:45-09:00502.20.65003GZ10217.52011.12.09樁底06:40-07:00502.00.61100P.O42.5BW-250型樁側(cè)09:05-09:25502.40.65004GZ10117.52011.12.09樁底07:10-07:35502.20.61100P.O42.5BW-250型樁側(cè)09:35-09:55502.40.65005GZ9917.52011.12.09樁底07:45-08:00502.20.61100P.O42.5BW-250型樁側(cè)10:00-10:20502.20.65006GZ9717.52011.12.09樁底08:05-08:30502.20.61100P.O42.5BW-250型樁側(cè)10:35-10:55502.40.65007GZ9817.52011.12.09樁底07:10-07:25502.40.61100P.O42.5BW-250型樁側(cè)09:25-09:40502.20.65008GZ10017.52011.12.09樁底07:35-07:55502.00.61100P.O42.5BW-250型樁側(cè)09:45-09:55502.20.65009GZ9017.52011.12.09樁底08:00-08:20502.40.61100P.O42.5BW-250型樁側(cè)10:05-10:25502.60.650010GZ9117.52011.12.09樁底08:30-08:45502.40.61100P.O42.5BW-250型樁側(cè)10:35-10:55502.00.650011GZ9217.52011.12.09樁底09:00-09:20502.20.61100P.O42.5BW-250型樁側(cè)11:00-11:20502.20.650012GZ9317.52011.12.09樁底09:30-09:45502.20.61100P.O42.5BW-250型樁側(cè)11:30-11:55502.40.650013GZ9417.52011.12.09樁底09:55-10:10502.40.61100P.O42.5BW-250型樁側(cè)12:00-12:25502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：003施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注14GZ9617.52011.12.10樁底06:55-07:20502.40.61100P.O42.5BW-250型樁側(cè)09:10-09:25502.20.650015GZ8617.52011.12.10樁底07:30-07:50502.00.61100P.O42.5BW-250型樁側(cè)09:30-09:50502.20.650016GZ8517.52011.12.10樁底07:55-08:15502.20.61100P.O42.5BW-250型樁側(cè)10:00-10:20502.20.650017GZ8417.52011.12.10樁底08:20-08:45502.00.61100P.O42.5BW-250型樁側(cè)10:25-10:40502.40.650018GZ7617.52011.12.10樁底08:50-09:05502.00.61100P.O42.5BW-250型樁側(cè)10:45-11:00502.40.650019GZ7717.52011.12.10樁底09:10-09:25502.20.61100P.O42.5BW-250型樁側(cè)11:10-11:35502.40.650020GZ7817.52011.12.10樁底09:35-09:55502.40.61100P.O42.5BW-250型樁側(cè)11:40-12:00502.20.650021GZ8017.52011.12.10樁底10:00-10:20502.00.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.20.650022GZ7917.52011.12.10樁底09:50-10:10502.40.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.60.650023GZ8117.52011.12.10樁底10:15-10:30502.40.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.00.650024GZ8217.52011.12.10樁底10:45-11:00502.20.61100P.O42.5BW-250型樁側(cè)13:00-13:15502.20.650025GZ6917.52011.12.10樁底11:15-11:30502.40.61100P.O42.5BW-250型樁側(cè)13:20-13:35502.20.650026GZ7017.52011.12.10樁底11:40-12:00502.20.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.40.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：004施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注27GZ7217.52011.12.11樁底06:30-06:50502.40.61100P.O42.5BW-250型樁側(cè)08:50-09:05502.20.650028GZ6417.52011.12.11樁底06:55-07:20502.40.61100P.O42.5BW-250型樁側(cè)09:10-09:25502.20.650029GZ7117.52011.12.11樁底07:30-07:50502.40.61100P.O42.5BW-250型樁側(cè)09:30-09:50502.20.650030GZ817.52011.12.11樁底07:55-08:15502.40.61100P.O42.5BW-250型樁側(cè)10:00-10:20502.20.650031GZ717.52011.12.11樁底08:20-08:45502.40.61100P.O42.5BW-250型樁側(cè)10:25-10:40502.40.650032GZ617.52011.12.11樁底08:50-09:05502.20.61100P.O42.5BW-250型樁側(cè)10:45-11:00502.40.650033GZ417.52011.12.11樁底09:15-09:30502.20.61100P.O42.5BW-250型樁側(cè)11:10-11:25502.20.650034GZ217.52011.12.11樁底09:40-09:55502.00.61100P.O42.5BW-250型樁側(cè)11:40-12:00502.40.650035GZ517.52011.12.11樁底10:05-10:20502.20.61100P.O42.5BW-250型樁側(cè)12:10-12:30502.60.650036GZ117.52011.12.11樁底10:25-10:45502.40.61100P.O42.5BW-250型樁側(cè)12:45-13:00502.40.650037GZ317.52011.12.11樁底10:50-11:10502.20.61100P.O42.5BW-250型樁側(cè)13:10-13:35502.60.650038GZ1517.52011.12.11樁底11:40-12:00502.40.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.30.650039GZ1417.52011.12.11樁底12:10-12:25502.40.61100P.O42.5BW-250型樁側(cè)14:10-14:35502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：005施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注40GZ1317.52011.12.11樁底12:30-12:40502.40.61100P.O42.5BW-250型樁側(cè)14:40-15:00502.20.650041GZ1217.52011.12.12樁底07:40-08:00502.00.61100P.O42.5BW-250型樁側(cè)09:50-10:15501.80.650042GZ1117.52011.12.12樁底08:10-08:30502.40.61100P.O42.5BW-250型樁側(cè)10:20-10:45502.00.650043GZ1017.52011.12.12樁底08:40-09:00502.20.61100P.O42.5BW-250型樁側(cè)10:50-11:10501.80.650044GZ1717.52011.12.12樁底09:05-09:20502.00.61100P.O42.5BW-250型樁側(cè)11:25-11:40502.20.650045GZ1917.52011.12.12樁底09:25-09:40502.00.61100P.O42.5BW-250型樁側(cè)11:45-12:00501.80.650046GZ3417.52011.12.12樁底09:50-10:10502.20.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.00.650047GZ1817.52011.12.12樁底10:15-10:30502.40.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.20.650048GZ2617.52011.12.12樁底10:45-11:00502.00.61100P.O42.5BW-250型樁側(cè)13:00-13:15501.80.650049GZ2517.52011.12.12樁底11:15-11:30502.60.61100P.O42.5BW-250型樁側(cè)13:20-13:35502.20.650050GZ2417.52011.12.12樁底11:40-12:00502.40.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.20.650051GZ3317.52011.12.12樁底12:10-12:25502.40.61100P.O42.5BW-250型樁側(cè)14:10-14:35502.00.650052GZ2317.52011.12.12樁底12:30-12:40502.20.61100P.O42.5BW-250型樁側(cè)14:40-15:00502.30.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：006施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注53GZ2817.52011.12.13樁底07:40-08:00502.40.61100P.O42.5BW-250型樁側(cè)09:50-10:15502.20.650054GZ3117.52011.12.13樁底08:10-08:30501.80.61100P.O42.5BW-250型樁側(cè)10:20-10:45502.00.650055GZ3217.52011.12.13樁底08:40-09:00502.60.61100P.O42.5BW-250型樁側(cè)10:50-11:10502.40.650056GZ3017.52011.12.13樁底09:05-09:20502.00.61100P.O42.5BW-250型樁側(cè)11:25-11:40501.80.650057GZ2917.52011.12.13樁底09:25-09:40502.20.61100P.O42.5BW-250型樁側(cè)11:45-12:00501.80.650058GZ6517.52011.12.13樁底09:50-10:10502.20.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.00.650059GZ6617.52011.12.13樁底10:15-10:30501.81.60.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.60.650060GZ7417.52011.12.13樁底10:45-11:00502.00.61100P.O42.5BW-250型樁側(cè)13:00-13:15502.80.650061GZ6717.52011.12.13樁底11:15-11:30502.40.61100P.O42.5BW-250型樁側(cè)13:20-13:35502.60.650062GZ7317.52011.12.13樁底11:40-12:00502.00.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.30.650063GZ6017.52011.12.13樁底12:05-12:25502.00.61100P.O42.5BW-250型樁側(cè)14:10-14:25502.80.650064GZ5917.52011.12.13樁底12:30-12:50503.00.61100P.O42.5BW-250型樁側(cè)14:30-14:505020.650065GZ5817.52011.12.13樁底12:55-13:10502.60.61100P.O42.5BW-250型樁側(cè)15:00-15:15502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：007施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注66GZ5217.52011.12.13樁底13:15-13:405020.61100P.O42.5BW-250型樁側(cè)15:20-15:45502.30.650067GZ5117.52011.12.18樁底06:30-06:50501.80.61100P.O42.5BW-250型樁側(cè)08:50-09:05502.20.650068GZ4817.52011.12.18樁底06:55-07:20502.60.61100P.O42.5BW-250型樁側(cè)09:10-09:25502.00.650069GZ6117.52011.12.18樁底07:30-07:50502.80.61100P.O42.5BW-250型樁側(cè)09:30-09:50502.40.650070GZ3717.52011.12.18樁底07:55-08:15501.80.61100P.O42.5BW-250型樁側(cè)10:00-10:20502.00.650071GZ3617.52011.12.18樁底08:20-08:45502.60.61100P.O42.5BW-250型樁側(cè)10:25-10:40502.20.650072GZ3817.52011.12.18樁底08:50-09:05502.20.61100P.O42.5BW-250型樁側(cè)10:45-11:00502.00.650073GZ5417.52011.12.18樁底09:25-09:40502.40.61100P.O42.5BW-250型樁側(cè)11:45-12:00502.00.650074GZ5317.52011.12.18樁底09:50-10:10501.80.61100P.O42.5BW-250型樁側(cè)12:10-12:25502.40.650075GZ4117.52011.12.18樁底10:15-10:30502.80.61100P.O42.5BW-250型樁側(cè)12:30-12:50502.20.650076GZ5017.52011.12.18樁底10:45-11:00501.80.61100P.O42.5BW-250型樁側(cè)13:00-13:15502.00.650077GZ4017.52011.12.18樁底11:15-11:30502.40.61100P.O42.5BW-250型樁側(cè)13:20-13:35502.60.650078GZ3917.52011.12.18樁底11:40-12:00502.80.61100P.O42.5BW-250型樁側(cè)13:40-14:00502.20.6500工程名稱：千禧?御東畫(huà)卷住宅小區(qū)4#樓編號(hào)：008施工員：質(zhì)檢員：監(jiān)理工程師：鉆孔灌注樁后壓漿施工記錄表序號(hào)樁號(hào)樁長(zhǎng)(m)日期部位時(shí)間（分）注漿速率（升/分）注漿壓力（Mpa）水灰比水泥用量（Kg）水泥品種設(shè)備型號(hào)備注79GZ7517.5