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页工程名称设计桩长约2025M施工单位总桩数611序号桩号施工日期2017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-100425511/27432613619.02.8021.8018.655
2、00A-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-1001124011/27432613821.02.3023.3020.4250
3、0A-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-1001820811/284326101020.03.3023.3020.
4、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-1002515211/28432610818.05.6023.6017.69500A-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负责人）
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