1、 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第1页工程名称XX住宅小区一期设计桩长约2025M施工单位总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)123127911/264326141226.03.6022.4019.25500A-100227111/264326101020.00.0020.0016.80500A-100326311/27432610818.02.2020.2016.98500A-100425511/27432613619.02.8021.2、8018.65500A-100524711/27432681422.01.2023.2020.29500A-100623911/274326101121.01.6022.6019.75500A-100723111/274326111021.01.7022.7019.85500A-100822311/274326101121.00.5021.5018.56500A-100922411/27432613821.02.0023.0019.99500A-1001023211/27432613821.02.2023.2020.28500A-1001124011/27432613821.02.3023.33、020.42500A-1001224811/27432614721.01.9022.9019.97500A-1001325611/27432614721.02.1023.1020.00500A-1001426411/274326111122.02.0020.0015.81500A-1001527211/27432611718.01.2019.2016.09500A-1001628011/27432612719.00.1018.9015.72500A-1001721611/284326101020.03.1023.1019.76500A-1001820811/284326101020.03.304、23.3020.00500A-1001920011/284326111021.01.8022.8018.70500A-1002019211/28432612820.03.1023.1019.72500A-1002118411/284326101121.00.8021.8018.45500A-1002217611/28432610919.01.7020.7016.23500A-1002316811/2843269817.05.2022.2016.25500A-1002416011/2843269918.05.1023.1017.05500A-1002515211/28432610818.05.65、023.6017.69500A-1002614411/2943269918.05.2023.2017.34500A-1002713611/2943269918.04.8022.8016.94500A-1002812811/29432610818.04.0022.0016.10500A-1002912011/29432610818.04.7022.7016.80500A-1003016711/2943269918.04.2022.2016.18500A-100本页小计596.074.305.70664.60545.62施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术6、负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第2页工程名称XX住宅小区一期设计桩长约2025M施工单位总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1233117511/2943269918.04.4022.4017.92500A-1003218311/294326101020.03.2023.2019.96500A-1003319111/294326101020.03.0023.0019.77500A-1003419911/29432611920.047、.3024.3021.05500A-1003520711/294326101222.02.1024.1020.85500A-1003621511/294326101020.03.6023.6020.37500A-1003721411/304326101121.04.5025.5021.19500A-1003820611/304326101121.03.9024.9021.63500A-1003919811/30432612921.01.9022.9019.56500A-1004019011/304326101020.02.1022.1018.88500A-1004118211/304326108、1020.02.5022.5019.33500A-1004217411/30432612820.02.0022.0018.77500A-1004316611/30432610818.04.1022.1017.54500A-1004415811/3043269918.05.0023.0016.88500A-1004515011/3043269918.04.8022.8016.85500A-1004621311/30432691120.01.5021.5018.12500A-1004720511/304326101020.03.5023.5019.91500A-1004819712/14326109、1121.01.3022.3019.02500A-1004918912/1432611920.02.0022.0018.72500A-1005018112/14326101020.03.3023.3020.01500A-1005117312/1432691019.03.0022.0018.72500A-1005216512/1432610919.03.0022.0018.61500A-1005321212/14326101121.01.1022.1018.65500A-1005420412/14326101121.03.3024.3020.72500A-1005519612/14326101110、21.03.2024.2020.68500A-1005618812/14326101121.02.3023.3019.82500A-1005718012/14326101020.03.5023.5020.12500A-1005817212/143269918.04.3022.3017.85500A-1005916412/143269918.04.6022.6016.59500A-1006016312/243269918.05.5023.5017.61500A-100本页小计594.096.800.00690.80575.70施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目11、专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第3页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1236117112/243269918.04.6022.6018.14500A-1006217912/24326101121.03.2024.2020.83500A-1006318712/24326111021.02.4023.4020.04500A-1006419512/24326101121.12、03.3024.3020.96500A-1006520312/24326101121.03.3024.3021.01500A-1006621112/24326101121.01.322.3018.97500A-1006721012/2432611920.01.5021.5018.21500A-1006820212/24326101121.03.4024.4021.11500A-1006919412/24326101121.03.3024.3021.01500A-1007018612/24326111122.00.8022.8019.44500A-1007117812/24326111021.013、0.7021.7018.37500A-1007217012/2432610919.04.3023.3018.85500A-1007316212/2432612618.05.7023.7017.78500A-1007416112/243269918.05.5023.5016.93500A-1007516912/2432610919.01.9020.9016.47500A-1007617712/24326111021.01.4022.4019.03500A-1007718512/24326111021.03.3024.3020.96500A-1007819312/24326111021.03.5014、24.5021.16500A-1007920112/24326111122.00.3022.3020.79500A-1008020912/2432611920.02.6022.6019.26500A-1008115312/343269918.05.8023.8018.03500A-1008214512/3432691019.04.8023.8018.02500A-1008313712/3432610919.04.8023.8017.98500A-1008412912/3432610919.05.2024.2018.40500A-1008512112/3432611819.05.0024.00115、8.21500A-1008611312/3432611819.02.5021.5015.73500A-1008710512/343269918.04.3022.3016.49500A-100889712/343269918.05.0023.0017.22500A-100898912/343269918.04.9022.9017.12500A-100908112/343269918.04.7022.7016.89500A-100本页小计592.0200.900.00695.30563.41施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.616、.5-4静静压压预预制制桩桩施施工工汇汇总总表表第4页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)123917312/343269918.03.5021.5016.73500A-100926512/343269918.02.5020.5014.75500A-100935712/343269918.03.2021.2015.47500A-100944912/343269918.01.5019.5013.76500A-10095501217、/443269918.00.8018.8013.09500A-10096512/4432610616.04.3020.3014.48500A-100976612/4432611617.05.0022.0016.19500A-100987412/4432612618.04.3022.3016.52500A-100998212/4432612618.04.1022.1016.47500A-1001009012/4432612618.05.0023.0017.27500A-1001019812/4432612618.05.5023.5017.80500A-10010210612/443261081818、.04.8022.8017.14500A-10010311412/4432610818.05.1023.1017.38500A-10010412212/4432611819.04.7023.7016.98500A-10010513012/4432612820.02.5022.5014.75500A-10010613812/4432610919.04.5023.5017.75500A-10010714612/5432610919.04.7023.7017.92500A-10010815412/5432610919.04.8023.8018.00500A-10010921712/54326128219、0.02.0022.0019.12500A-10011022512/5432691120.02.0022.0019.15500A-10011123312/5432691120.02.2022.2019.33500A-10011224112/54326101020.02.1022.1019.23500A-10011324912/54326101020.01.8021.8018.91500A-10011425712/5432610919.02.5021.5018.59500A-10011526512/5432610919.02.8021.8018.97500A-10011627312/54326120、01020.02.8022.8019.82500A-10011728112/54326101121.02.0023.0020.14500A-10011828912/54326101121.01.2022.2019.45500A-10011929712/54326101020.02.8022.8019.95500A-10012030512/54326101121.02.9023.9021.00500A-100本页小计568.0097.900.00665.90526.11施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预21、制制桩桩施施工工汇汇总总表表第5页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12312131312/64326101222.02.8024.8021.64500A-10012232112/64326101222.02.4024.4021.53500A-10012332912/6432613922.03.1025.1022.20500A-10012433712/64326131023.02.8025.8022.88500A-100122、2534512/6432614923.02.8025.8022.86500A-10012635312/6432614923.02.8025.8022.80500A-10012736112/64326121224.02.1026.1023.05500A-10012836912/64326141024.01.8025.8022.74500A-10012937712/6432614923.01.2024.2021.11500A-10013037812/6432614923.01.1024.1021.02500A-10013137012/6432615722.03.0025.0021.92500A-123、0013236212/6432615722.03.0025.0021.92500A-10013335412/6432614923.03.1026.1023.07500A-10013429812/6432614721.02.0023.0020.19500A-10013530612/6432614721.02.8023.8020.93500A-10013629012/6432614620.01.6021.6018.92500A-10013728212/6432614620.02.5022.5019.70500A-10013827412/6432614620.02.8022.8020.02500A-24、10013926612/6432613720.01.5021.5018.62500A-10014025812/6432613720.01.5021.5018.62500A-10014125012/6432613720.02.6022.6019.67500A-10014224212/6432613720.02.0022.0019.09500A-10014323412/6432613720.02.2022.2019.34500A-10014422612/6432613720.02.5022.5019.65500A-10014521812/6432613619.02.4021.4018.57500A25、-10014631412/74326121224.01.4025.4022.17500A-10014732212/74326121123.02.5025.5022.58500A-10014833012/74326121123.02.8025.8022.87500A-10014933812/74326111324.02.5026.5023.53500A-10015034612/74326111324.02.8026.8023.79500A-100本页小计655.070.400.00725.40637.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(26、建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第6页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12315137912/74326121022.02.6024.6021.49500A-10015237112/74326121022.02.8024.8021.75500A-10015336312/74326121123.02.8025.8022.71500A-10015435512/74326121123.02.8027、25.8022.79500A-10015534712/74326121123.02.9025.9022.87500A-10015633912/74326121123.02.1025.1022.10500A-10015733112/74326121123.01.4024.4021.51500A-10015832312/74326121123.01.6024.6021.66500A-10015931512/74326111122.02.0024.0021.03500A-10016030712/74326111021.02.6023.6020.68500A-10016129912/74326111028、21.02.4018.6015.73500A-10016229112/74326101020.01.5021.5018.71500A-10016328312/74326101020.01.5021.5018.67500A-10016427512/74326101020.03.3016.7013.88500A-10016526712/84326101020.00.5020.5017.59500A-10016625912/84326101020.00.5020.5017.61500A-10016725112/84326101020.01.3021.3018.39500A-10016824312/829、4326101020.01.5021.5018.55500A-10016923512/84326101020.01.7021.7018.81500A-10017022712/8432614620.01.5021.5018.62500A-10017121912/8432614620.02.7022.7019.86500A-10017222012/8432614620.01.5021.5018.56500A-10017322812/8432611920.02.0022.0019.09500A-10017423612/8432611920.01.5021.5018.58500A-100175244130、2/84326101020.01.3021.3018.31500A-10017625212/84326101020.02.0022.0019.00500A-10017726012/84326101020.01.2018.8015.87500A-10017826812/84326101020.02.0022.0019.09500A-10017927612/84326101020.02.3022.3019.42500A-10018028412/8432691120.02.8022.8019.91500A-100本页小计626.051.706.90670.80582.84施工单位 项目技术负责人施工31、员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第7页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12318129212/8432691120.02.8022.8019.88500A-10018230012/8432691120.02.5022.5019.56500A-10018330812/84326111021.02.5023.5020.49500A32、-10018431612/84326111021.02.8023.8020.91500A-10018532412/84326111021.03.1024.1021.03500A-10018633212/84326111021.02.8023.8020.87500A-10018734012/84326111122.02.5024.5021.51500A-10018834812/94326111122.02.8024.8021.79500A-10018935612/94326111122.02.8024.8021.77500A-10019036412/94326111223.02.8025.80233、2.75500A-10019137212/94326111223.02.5025.5022.44500A-10019238012/94326111223.01.5024.5021.41500A-10019338112/94326111122.02.0024.0020.89500A-10019437312/94326131023.00.0023.0019.91500A-10019536512/94326111122.02.8024.8021.77500A-10019635712/94326121123.02.5025.5022.48500A-10019734912/94326131023.02.34、8025.8022.81500A-10019834112/94326121123.02.8025.8022.74500A-10019933312/94326111122.03.0025.0022.03500A-10020032512/94326111122.02.3024.3021.53500A-10020131712/9432614822.02.6019.4016.47500A-10020230912/9432613821.01.1022.1019.13500A-10020330112/94326101020.02.5022.5019.57500A-10020429312/94326101035、20.02.8022.8019.89500A-10020528512/9432613720.02.8022.8019.52500A-10020627712/10432614620.02.0022.0019.03500A-10020726912/10432614620.00.5020.5017.53500A-10020826112/10432612820.00.8020.8017.86500A-10020925312/10432612820.00.7020.7017.73500A-10021024512/10432613720.01.0021.0018.06500A-100本页小计642.06336、.802.60703.20613.36施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第8页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12321123712/10432613720.01.2021.2018.29500A-10021222912/10432613821.00.2021.2018.31500A-1002132237、112/10432613720.02.2022.2019.33500A-10021422212/10432613720.02.6022.6019.81500A-10021523012/10432613720.02.1022.1019.27500A-10021623812/10432613720.02.5022.5019.63500A-10021724612/10432613720.02.8022.8019.89500A-10021825412/10432611920.02.6022.6019.58500A-10021926212/10432611920.02.6022.6019.57500A-38、10022027012/10432611920.00.6019.4016.41500A-10022127812/10432612820.03.0017.0014.02500A-10022228612/10432611920.01.3021.3018.36500A-10022329412/10432613720.01.2021.2018.27500A-10022430212/104326111021.02.8023.8020.87500A-10022531012/114326101222.02.5024.5021.53500A-10022631812/114326111122.02.6024.639、021.60500A-10022732612/114326111122.02.8024.8021.79500A-10022833412/114326111223.02.8025.8022.79500A-10022934212/114326111223.02.0025.0021.95500A-10023035012/11432613922.02.8024.8021.77500A-10023135812/114326111223.00.7023.7020.67500A-10023236612/11432691524.01.0023.0019.93500A-10023337412/11432613140、023.01.0022.0018.93500A-10023438212/11432611920.02.8022.8019.71500A-10023538312/114326111122.02.0024.0020.89500A-10023637512/11432613922.01.5023.5020.37500A-10023736712/114326121123.01.0022.0018.89500A-10023835912/114326111122.00.5021.5018.41500A-10023935112/114326121123.00.7023.7020.69500A-1002403441、312/114326121123.02.5025.5022.39500A-100本页小计641.049.807.10683.70593.92施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第9页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12324133512/124326131124.02.0026.0023.01500A-42、10024232712/124326111223.01.6024.6021.58500A-10024331912/12432613922.01.9023.9020.87500A-10024431112/12432613922.02.6024.6021.59500A-10024530312/12432613922.02.4024.4021.39500A-10024629512/12432612820.02.5022.5019.49500A-10024728712/12432612820.02.8022.8019.48500A-10024828812/12432611920.00.3019.70143、6.62500A-10024929612/12432612820.02.0022.0018.97500A-10025030412/124326111122.01.0023.0019.98500A-10025131212/124326121022.01.5023.5020.43500A-10025232012/12432613922.02.6024.6021.59500A-10025332812/124326121022.02.3024.3021.25500A-10025433612/12432615823.00.8023.8020.69500A-10025534412/12432612112344、.00.5023.5020.37500A-10025635212/124326121123.01.0022.0018.89500A-10025736012/124326111122.01.5023.5020.37500A-10025836812/124326121022.00.5022.5019.36500A-10025937612/124326121022.01.5023.5020.34500A-10026038412/13432671421.02.8023.8020.69500A-10026139212/134326121022.02.2024.2021.30500A-100262400145、2/134326121022.01.0023.0020.13500A-10026340812/13432613821.02.8023.8020.92500A-10026441612/134326121022.02.8024.8021.93500A-10026542412/13432613922.02.8024.8021.89500A-10026643212/134326121022.02.5024.5021.60500A-10026744012/13432613821.01.5022.5019.58500A-10026844812/13432613821.02.6023.6020.67500A46、-10026945612/13432614721.03.0024.0020.09500A-10027046412/13432677721.02.8023.8020.85500A-100本页小计652.056.801.30707.50615.92施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第10页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(47、m)桩型(mm)12327147212/13432613922.03.0025.0022.03500A-10027248012/13432613922.03.0025.0022.01500A-10027348812/13432613922.03.0025.0022.02500A-10027449612/134326116623.03.0026.0023.00500A-10027550412/13432614923.02.7025.7022.69500A-10027651212/13432614923.03.1026.1023.08500A-10027752012/134326121224.0248、.3026.3023.31500A-10027852812/13432677923.01.4024.4021.40500A-10027952712/154326131124.01.0025.0021.98500A-10028051912/154326131124.02.0026.0022.99500A-10028151112/154326131124.02.2026.2023.20500A-10028250312/154326131124.01.6025.6022.61500A-10028349512/154326131124.02.9026.9023.92500A-10028448712/149、54326131124.02.8026.8023.83500A-10028547912/154326131124.03.1027.1024.14500A-10028647112/154326131124.02.8026.8023.86500A-10028746312/154326131124.01.8025.8022.84500A-10028845512/154326121224.01.7025.7022.75500A-10028944712/154326131124.01.0025.0022.05500A-10029043912/154326121123.01.7024.7021.7850050、A-10029143112/154326121123.02.8025.8022.86500A-10029242312/154326121224.00.8024.8021.84500A-10029341512/154326121224.00.4024.4021.45500A-10029440712/154326121022.01.5023.5020.56500A-10029539912/154326121022.01.8023.8020.86500A-10029639112/154326121022.01.1023.1020.18500A-10029739012/164326121022.01.51、8023.8020.88500A-10029839812/16432613922.01.2023.2020.30500A-10029940612/16432614721.02.8023.8020.88500A-10030041412/16432691221.03.1024.1021.18500A-100本页小计692.063.400.00755.40666.48施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第11页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩52、号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12330142212/16432691322.02.8024.8021.86500A-10030243012/16432614923.02.9025.9022.96500A-10030343812/164326121224.01.5025.5022.60500A-10030444612/16432699624.02.3026.3023.38500A-10030545412/164326131124.01.7025.7022.77500A-100306462153、2/164326121224.03.1027.1024.14500A-10030747012/164326121224.02.9026.9023.95500A-10030847812/164326121224.02.8026.8023.84500A-10030948612/164326121224.02.9026.9023.95500A-10031049412/164326121224.02.8026.8023.84500A-10031150212/164326131124.01.5025.5022.53500A-10031251012/164326131124.02.1026.1023.1354、500A-10031351812/164326131124.01.5025.5022.50500A-10031452512/174326131124.00.0024.0021.00500A-10031551712/174326101525.00.5024.5021.52500A-10031650912/174326121325.00.4025.4022.42500A-10031750112/174326121224.01.2025.2022.24500A-10031849312/174326131124.00.4024.4021.42500A-10031948512/174326121022.55、02.8024.8021.83500A-10032047712/17432615722.02.9024.9021.92500A-10032146912/17432614923.02.8025.8022.84500A-10032246112/17432615924.02.6026.6023.63500A-10032345312/17432615924.02.5026.5023.57500A-10032444512/17432615924.00.5024.5021.58500A-10032543712/174326121022.02.8024.8021.84500A-10032642912/17456、326121022.02.7024.7021.75500A-10032742112/17432614822.02.5024.5021.54500A-10032841312/174326121022.02.3024.3021.36500A-10032940512/17432612921.02.1023.1020.18500A-10033039712/17432612921.02.3023.3020.40500A-100本页小计700.061.600.50761.10672.49施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静57、压压预预制制桩桩施施工工汇汇总总表表第12页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12333138912/174326121022.01.6023.6020.71500A-10033238812/17432612921.02.1023.1020.25500A-10033339612/17432612921.02.3023.3020.42500A-10033442812/184326121224.01.5025.5022.56558、00A-10033543612/184326121224.01.4025.4022.45500A-10033644412/184326121224.01.5025.5022.58500A-10033740412/194326121123.00.6023.6020.73500A-10033841212/194326111122.02.6024.6021.68500A-10033942012/194326111122.02.2024.2021.46500A-10034040312/194326111122.01.5023.5020.58500A-10034139512/194326111122.059、0.7022.7019.81500A-10034238712/194326111122.01.5023.5020.62500A-10034315512/194326101020.03.5023.5017.11500A-10034414712/194326101020.03.3023.3016.83500A-10034513912/1943269918.05.5023.5017.11500A-10034613112/20432610919.04.7023.7017.22500A-10034712312/2043269918.04.6022.6016.11500A-10034811512/204360、269918.05.0023.0016.52500A-10034910712/2043269918.06.2024.2017.69500A-1003509912/2043269918.05.6023.6017.06500A-1003519112/20432610919.03.3022.3015.78500A-1003528312/20432610616.06.5022.5015.53500A-1003537512/20432610616.06.3022.3015.83500A-1003546712/20432611617.05.5022.5016.03500A-1003555912/2043261、610616.05.6021.6015.15500A-1003565112/2043261414.06.4020.4013.60500A-1003574312/2043261414.06.0020.0013.54500A-1003583512/2043261414.06.0020.0013.54500A-1003592712/2043261414.06.3020.3013.82500A-1003601912/2043261414.04.3018.3011.95500A-100本页小计572.0114.100.00686.10534.27施工单位 项目技术负责人施工员监理(建设)单位监理工程师（62、建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第13页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1233611112/20432610616.00.8016.8013.03500A-100362312/2043261414.03.7017.7013.88500A-100363212/2043261414.03.6017.6013.84500A-1003641012/204326163、414.02.5016.5012.64500A-1003651812/2043261414.05.0019.0012.46500A-1003662612/2043261414.05.1019.1012.60500A-1003673412/2143261313.05.7018.7012.35500A-1003684212/2143261313.05.8018.8012.38500A-1003694112/2143267714.04.7018.7012.27500A-1003703312/2143267714.04.3018.3011.82500A-1003712512/2143261414.0364、.8017.8011.27500A-1003721712/2143261313.05.8018.8012.31500A-100373912/2143261414.03.1017.1010.55500A-100374112/2143261414.03.8017.8013.98500A-1003755212/2143261414.05.8019.8013.35500A-1003766012/21432610616.05.2021.2014.65500A-1003776812/214326101222.00.0022.0015.42500A-1003787612/2143269716.05.202165、.2014.63500A-1003798412/21432610717.04.5021.5014.93500A-1003809212/21432610717.05.5022.5015.93500A-10038110012/21432611718.05.6023.6017.06500A-10038210812/21432612618.05.2023.2016.62500A-10038311612/21432612618.05.3023.3016.74500A-10038412412/21432611718.05.1023.1016.62500A-10038513212/2143269918.0566、.3023.3016.84500A-10038614012/2143269918.05.3023.3016.87500A-10038714812/2143269918.04.5022.5016.09500A-10038815612/23432611718.04.5022.5016.13500A-10038915712/23432611718.05.4023.4017.05500A-10039014912/23432611617.05.7022.7016.32500A-100本页小计476.0135.800.00611.80430.63施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建67、设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第14页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12339114112/23432611617.06.1023.1016.71500A-10039213312/23432611617.06.0023.0016.54500A-10039312512/23432610717.06.4023.4016.85500A-10039411712/68、23432610717.06.3023.3016.77500A-10039510912/24432610717.05.9022.9016.30500A-10039610112/24432611718.05.4023.4016.74500A-1003979312/24432612618.05.2023.2016.55500A-1003988512/24432611617.06.1023.1016.48500A-1003997712/24432610717.05.2022.2015.60500A-1004006912/24432610717.04.7021.7014.70500A-1004016169、12/24432610616.05.1021.1014.56500A-1004025312/24432610616.04.5020.5013.99500A-1004035412/24432610616.05.4021.4014.92500A-1004045212/24432610616.04.1020.1013.58500A-1004057012/24432611617.04.9021.9015.40500A-10040611012/24432611718.05.0023.0016.42500A-10040711812/24432612618.05.6023.6017.19500A-1004070、812612/24432612618.05.9023.9017.50500A-10040913412/24432612618.04.9022.9016.57500A-10041014212/24432612618.04.8022.8016.57500A-10041115912/2443269918.05.7023.7017.55500A-10041215112/2443269918.04.8022.8016.63500A-10041314312/24432611718.05.3023.3017.08500A-10041413512/24432611718.05.2023.2016.94500A71、-10041512712/24432611617.05.9022.9016.60500A-10041610212/25432612618.05.7023.7017.10500A-1004179412/25432612618.06.0024.0017.38500A-1004188612/25432611718.06.2024.2017.63500A-1004197812/25432611718.05.0023.0016.45500A-1004205512/25432611617.03.9020.9014.38500A-100本页小计521.0161.200.00682.20487.68施工单位 72、项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第15页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1234216312/25432610616.05.2021.2014.61500A-1004227112/25432610616.06.2022.2015.65500A-1004237912/25432610717.06.5023.5073、16.90500A-1004248712/25432610717.06.6023.6017.00500A-1004259512/25432612618.06.7024.7018.05500A-10042610312/25432612618.04.8022.8016.19500A-10042711112/25432612618.05.3023.3016.71500A-10042811912/25432611718.05.4023.4017.03500A-10042911212/25432611718.05.5023.5016.91500A-10043010412/25432611718.05.674、023.6016.89500A-1004319612/25432611718.05.8023.8017.12500A-1004328812/26432611617.06.6023.6016.95500A-1004338012/26432611617.05.8022.8016.09500A-1004347212/26432611617.05.7022.7016.01500A-1004356412/26432611617.04.6021.6014.90500A-1004365612/26432611617.05.2022.2015.58500A-1004374812/2643261515.06.275、021.2014.52500A-1004384012/2643261515.06.5021.5014.81500A-1004393212/2643261515.06.1021.1014.35500A-1004402412/2643261515.05.4020.4013.70500A-1004411612/2643261515.03.4018.4014.35500A-100442812/2643261515.02.0017.0012.92500A-1004434412/2643261515.04.5019.5013.07500A-1004443612/2643261414.05.5019.50176、2.96500A-1004452812/2643261414.05.8019.8013.32500A-1004462012/2643261515.04.9019.9013.50500A-1004471212/2643261515.03.7018.7014.81500A-100448412/2643261515.02.7017.7013.62500A-100449512/2643261515.03.5018.5014.44500A-1004501312/2643261515.03.7018.7014.73500A-100本页小计485.0155.400.00640.40457.69施工单位 项目77、技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第16页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1234512112/2643261515.04.2019.2012.77500A-1004522912/2643261515.04.5019.5013.05500A-1004533712/2743261515.04.5019.5013.0778、500A-1004544512/2743261515.04.7019.7013.30500A-1004554612/2743261515.04.2019.2013.58500A-1004563812/2743261515.05.2020.2013.77500A-1004573012/2743261515.06.1021.1014.70500A-1004582212/2743261515.06.3021.3014.89500A-1004591412/2743261515.03.8018.8014.87500A-100460612/2743261515.03.9018.9014.92500A-1079、04614712/2743261515.04.7019.7015.19500A-1004623912/2743261515.05.5020.5013.97500A-1004633112/2743261515.05.4020.4013.85500A-1004642312/2743261515.05.3020.3013.73500A-1004651512/2743261515.02.9017.9013.88500A-100466712/2743261515.03.1018.1013.97500A-10046738612/28432613922.02.1024.1021.25500A-100468380、9412/28432613922.00.0022.0019.13500A-10046940212/29432613922.00.6022.6019.70500A-10047041012/294326111021.02.3023.3020.38500A-10047141112/294326111021.01.5022.5019.59500A-10047241912/294326111021.03.1024.1021.21500A-10047342712/29432613922.02.1024.1021.18500A-10047443512/29432613922.02.3024.3021.37581、00A-10047545212/29432613922.02.2024.2021.30500A-10047646012/294326111122.02.8024.8021.86500A-10047746812/294326111122.02.9024.9021.95500A-10047847612/294326111122.02.8024.8020.83500A-10047948412/294326131023.00.0023.0020.04500A-10048049212/294326131124.00.3024.3021.33500A-100本页小计548.099.300.00647.3082、514.63施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第17页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12348150012/294326131023.01.4024.4021.41500A-10048250812/294326111122.01.9023.9020.91500A-10048351612/29432683、111122.01.0023.0019.99500A-10048452412/29432613720.02.5022.5019.47500A-10048552312/30断桩111021.01.7022.7019.71500A-10048651512/30432611920.01.9021.9018.92500A-10048750712/304326101121.00.7021.7018.73500A-10048849912/304326111122.00.2022.2019.24500A-10048949112/30432612921.02.3023.3020.35500A-1004904884、312/304326121022.00.3022.3019.36500A-10049147512/304326111122.02.7024.7021.72500A-10049246712/304326111223.02.3025.3022.34500A-10049345912/304326131023.02.6025.6022.65500A-10049445112/30432614923.02.2025.2022.24500A-10049544312/30432614923.02.4025.4022.48500A-10049641812/304326111021.02.7023.7020.7885、500A-10049742612/31432614822.02.7024.7021.76500A-10049843412/31432614923.02.5025.5022.60500A-10049944212/31432614923.02.2025.2022.28500A-10050045012/314326131023.02.7025.7022.77500A-10050145812/314326131023.02.6025.6022.64500A-10050246612/314326111122.02.8024.8021.84500A-10050347412/31432691322.01.686、023.6020.63500A-10050448212/314326121022.00.7022.7021.75500A-10050549012/31432612921.02.8023.8020.83500A-10050649812/314326111021.00.7021.7018.72500A-10050750612/31432611920.01.7021.7018.73500A-10050851412/31432611920.01.0021.0018.04500A-10050952212/31432611920.01.2021.2018.64500A-1005103851/143269187、221.02.4023.4020.15500A-100本页小计652.056.400.00708.40621.68施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第18页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2015年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1235113931/1432691221.02.7023.7020.86500A-1005124011/143288、691221.02.8023.8020.98500A-1005134091/1432615621.02.8023.8020.95500A-1005144171/1432615621.02.2023.2020.30500A-1005154251/14326111122.02.8024.8021.91500A-1005164331/14326121123.02.7025.7022.78500A-1005174411/14326121123.02.4025.4022.47500A-1005184491/14326131023.02.1025.1022.21500A-1005194571/14326189、3922.01.2023.2020.26500A-1005204651/1432615823.01.7024.7021.75500A-1005214731/14326111122.02.0024.0021.05500A-1005224811/1432613922.01.6023.6020.68500A-1005234891/1432611920.02.1022.1019.14500A-1005244971/2432611920.01.0021.0018.02500A-1005255051/2432611920.00.5020.5017.51500A-1005265131/2432661521.90、00.1020.9017.93500A-1005275211/2432661521.01.6022.6019.60500A-100528523补11/2432661521.01.0022.0019.01500A-100529523补21/2432661521.00.2020.8017.81500A-1005305261/2432661521.02.8023.8020.79500A-100本页小计429.036.000.30464.70406.01施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总91、总表表第19页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12354143260.00.00500A-10054243260.00.00500A-10054343260.00.00500A-10054443260.00.00500A-10054543260.00.00500A-10054643260.00.00500A-10054743260.00.00500A-10054843260.00.00500A-10054943260.092、0.00500A-10055043260.00.00500A-10055143260.00.00500A-10055243260.00.00500A-10055343260.00.00500A-10055443260.00.00500A-10055543260.00.00500A-10055643260.00.00500A-10055743260.00.00500A-10055843260.00.00500A-10055943260.00.00500A-10056043260.00.00500A-10056143260.00.00500A-10056243260.00.00500A-1005693、343260.00.00500A-10056443260.00.00500A-10056543260.00.00500A-10056643260.00.00500A-10056743260.00.00500A-10056843260.00.00500A-10056943260.00.00500A-10057043260.00.00500A-100本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第20页工程名称XX住宅小区一期设计桩长约202594、M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12357143260.00.00500A-10057243260.00.00500A-10057343260.00.00500A-10057443260.00.00500A-10057543260.00.00500A-10057643260.00.00500A-10057743260.00.00500A-10057843260.00.00500A-10057943260.00.00500A-10058043260.00.005095、0A-10058143260.00.00500A-10058243260.00.00500A-10058343260.00.00500A-10058443260.00.00500A-10058543260.00.00500A-10058643260.00.00500A-10058743260.00.00500A-10058843260.00.00500A-10058943260.00.00500A-10059043260.00.00500A-10059143260.00.00500A-10059243260.00.00500A-10059343260.00.00500A-1005944326096、.00.00500A-10059543260.00.00500A-10059643260.00.00500A-10059743260.00.00500A-10059843260.00.00500A-10059943260.00.00500A-10060043260.00.00500A-100本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第21页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力97、(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)12360143260.00.00500A-10060243260.00.00500A-10060343260.00.00500A-10060443260.00.00500A-10060543260.00.00500A-10060643260.00.00500A-10060743260.00.00500A-10060843260.00.00500A-10060943260.00.00500A-10061043260.00.00500A-10061143260.00.00500A-10098、本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第22页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)123631230411/1021251313.00.6013.6013.00400AB-95632230511/1021251313.00.7013.7013.10400AB-9599、633230311/1021251313.00.7013.7013.10400AB-95634228511/1021251313.00.3012.7012.10400AB-95635228311/1021251313.00.2012.8012.15400AB-95636228611/1021251313.00.5012.5011.85400AB-95637228411/1021251313.00.3012.7012.05400AB-95638226611/1021251313.00.7013.7013.10400AB-95639226511/1021251313.00.7013.7013.10100、400AB-95640226411/1021251313.00.0013.0012.35400AB-95641224111/1021251313.00.5012.5011.85400AB-95642224311/1021251313.00.3012.7012.05400AB-95643224211/1021251313.00.5012.5011.85400AB-95644224011/1121251313.00.5012.5011.85400AB-95645223811/1121251313.00.5012.5011.85400AB-95646223911/1121251313.00.4012101、.6011.95400AB-95647226211/1121251313.00.7013.7013.10400AB-95648226311/1121251313.00.6013.6013.00400AB-95649226111/1121251313.00.6013.6013.00400AB-95650226011/1121251313.00.7013.7012.55400AB-95651225911/1121251313.00.7013.7012.55400AB-95652225811/1121251313.00.7013.7012.55400AB-95653225311/1121251313102、.00.0013.0011.85400AB-95654225111/1121251313.00.6013.6012.40400AB-95655223611/1121251313.00.7013.7012.50400AB-95656223411/1121251313.01.0012.0010.80400AB-95657223511/1121251313.01.5011.5010.30400AB-95658223711/1121251313.01.5011.5010.35400AB-95659225211/1121251313.00.0013.0011.85400AB-95660225411/11103、21251313.00.0013.0011.85400AB-95本页小计390.08.708.00390.70365.95施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第23页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)123661222811/1121251313.00.5012.5011.35400AB-95662221104、311/1121251212.00.7012.7011.50400AB-95663220811/1121251212.01.4013.4012.20400AB-95664220911/1121251212.01.4013.4011.90400AB-95665221411/1121251212.00.0012.0010.80400AB-95666222911/1121251212.00.0012.0010.80400AB-95667221611/1121251111.00.0011.008.85400AB-95668221511/1121251111.01.5012.5010.35400AB-9105、5669221811/1121251111.00.5010.508.35400AB-95670221711/1121251111.01.5012.5010.40400AB-95671221911/1221251212.00.6012.6012.00400AB-95672222111/1221251212.00.8011.2010.60400AB-95673222211/1221251212.00.9011.1010.50400AB-95674222011/1221251212.00.5011.5010.90400AB-95675222311/1221251212.00.7012.7012.15106、400AB-95676222511/1221251212.00.6012.6012.05400AB-95677224611/1221251212.00.0012.0011.45400AB-95678224711/1221251212.00.7012.7012.15400AB-95679224411/1221251212.00.2012.2011.65400AB-95680224511/1221251212.00.7012.7012.15400AB-95681226711/1221251212.00.7012.7012.15400AB-95682226811/1221251212.00.4012107、.4011.85400AB-95683226911/1221251212.00.6012.6012.00400AB-95684228811/1221251212.00.0012.0011.40400AB-95685228911/1221251212.00.0012.0011.35400AB-95686228711/1221251212.00.0012.0011.35400AB-95687230611/1221251212.00.7012.7012.05400AB-95688222411/1221251313.00.7013.7013.10400AB-95689230711/1221251212108、.00.0012.0011.40400AB-95690230811/1221251313.00.3013.3012.70400AB-95本页小计1139.030.8019.202983.601073.35施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第24页工程名称XX住宅小区一期设计桩长约2025M施工单位0总桩数611序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)123691232711109、/1221251313.00.7013.7013.10400AB-95692232811/1221251313.00.3013.3012.70400AB-95693232611/1221251313.00.6013.6013.00400AB-95694234511/1221251212.00.7012.7011.55400AB-95695234611/1221251212.00.7012.7011.55400AB-95696234711/1221251212.00.7012.7011.50400AB-95697236211/1221251414.00.6014.6013.40400AB-956110、98236311/1221251414.00.7014.7013.50400AB-95699236111/1221251414.00.8014.8013.70400AB-95本页小计117.05.800.00122.80114.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第25页 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第26页 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第27页 质控(建)表4.1.6.5-4静静压压预预111、制制桩桩施施工工汇汇总总表表第28页 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第29页 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第30页 质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第31页10.00.00400AB-9520.00.00400AB-9530.00.00400AB-9540.00.00400AB-9550.00.00400AB-9560.00.00400AB-9570.00.00400AB-9580.00.00400AB-9590.00.00400AB-95100.00.00400AB-951112、10.00.00400AB-95120.00.00400AB-95130.00.00400AB-95140.00.00400AB-95150.00.00400AB-95160.00.00400AB-95170.00.00400AB-95180.00.00400AB-95190.00.00400AB-95200.00.00400AB-95210.00.00400AB-95220.00.00400AB-95230.00.00400AB-95240.00.00400AB-95250.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位113、监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第32页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190114、.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-115、952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第33页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00116、400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280117、.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建118、)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第34页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00119、400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370120、.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第35页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-121、952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00122、400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工123、工汇汇总总表表第36页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-124、952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00125、400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第37页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140126、.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-127、952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第38页工程名称0设计桩长0施工单128、位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230129、.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-130、952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第39页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00131、400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320132、.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第40页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(K133、N)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00134、400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计135、0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）质控(建)表4.1.6.5-4静静压压预预制制桩桩施施工工汇汇总总表表第41页工程名称0设计桩长0施工单位0总桩数0序号桩号施工日期2014年压桩力(KN)桩 节 数配 桩长度(m)送 桩长度(m)砍 桩长度(m)入 土深度(m)有 效桩长(m)桩型(mm)1232110.00.00400AB-952120.00.00400AB-952130.00.00400AB-952140.00.00400AB-952150.00.00400AB-952160.00.00400AB-136、952170.00.00400AB-952180.00.00400AB-952190.00.00400AB-952200.00.00400AB-952210.00.00400AB-952220.00.00400AB-952230.00.00400AB-952240.00.00400AB-952250.00.00400AB-952260.00.00400AB-952270.00.00400AB-952280.00.00400AB-952290.00.00400AB-952300.00.00400AB-952310.00.00400AB-952320.00.00400AB-952330.00.00400AB-952340.00.00400AB-952350.00.00400AB-952360.00.00400AB-952370.00.00400AB-952380.00.00400AB-952390.00.00400AB-952400.00.00400AB-95本页小计0.00.000.000.000.00施工单位 项目技术负责人施工员监理(建设)单位监理工程师（建设单位项目专业技术负责人）