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锦一万城基坑支护体系优化设计
引用本文:刘洪宇,路世伟.锦一万城基坑支护体系优化设计[J].四川建材,2020(6):85-86.
作者姓名:刘洪宇  路世伟
作者单位:长江大学城市建设学院
基金项目:湖北省自然科学基金项目(2019CFB224);湖北省教育厅科学研究计划项目(Q20191308);荆州市科技计划项目(2019Z18001);中石油创新基金项目(2017D-5007-0604)。
摘    要:本工程位于荆州市沙市区北京中路与公园路之间,距离长江大堤较近,地层相对软弱,周边环境复杂,安全性要求高。通过分析和判断,决定采用明挖顺做法,经过方案比选总体上选择了两种支护方式结合的方案,双排桩、钢筋混凝土内支撑结合排桩支护方案。在工程实践中表明,根据实际情况所设计的基坑支护方案,最大限度地方便了基坑的开挖,而且可以做出最适合的支护方案,为今后的基坑设计提供了宝贵的经验。

关 键 词:基坑开挖  双排桩  钢筋混凝土内支撑结合排桩  支护方案

Optimization design of foundation pit support systemin Jinyiwancheng
LIU Hongyu,LU Shiwei.Optimization design of foundation pit support systemin Jinyiwancheng[J].Sichuan Building Materials,2020(6):85-86.
Authors:LIU Hongyu  LU Shiwei
Affiliation:(School of Urban Construction, Yangtze University, Jingzhou 434023, China)
Abstract:This project is located between Beijing middle road and park in shashi district of Jingzhou city.It is close to the Yangtze river embankment.The stratum is relatively weak,the surrounding environment is complex,and the safety requirement is high.Through analysis and judgment,it was decided to adopt the open-cut method.Overall,the scheme combining two kinds of support methods was selected through scheme comparison,namely,double-row pile and reinforced concrete inner support combined with row pile support scheme.In the engineering practice,it is shown that the excavation of the excavation pit to the greatest extant,and the most suitable support scheme can be made,which provides valuable experience for the design of the excavation pit in the future.
Keywords:excavation pit  double-row pile  reinforced concrete inner support combined with row pile  support scheme
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