Design and analysis of retaining structures for a super-deep excavationin Shanghai using late-dismantling support
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摘要: 以上海地区某超深基坑工程为背景,介绍了基坑围护设计中支撑后拆法的应用。对设计及施工中存在的难点进行了分析,并针对性的给出处理、解决方案。对比分析了数值模拟、理论计算结果与工程实测数据,结果较为接近,监测数据无超过报警值情况发生,基坑开挖对周边环境的影响满足规范要求。采用支撑后拆法的基坑围护设计在本基坑工程实践中取得了良好的实施效果,值得在同类工程设计、施工中借鉴和参考。Abstract: For a super-deep excavation in Shanghai, the application of late-dismantling support in the design of retaining structures is introduced. The difficulties of the design and construction are analyzed, and the relevant solutions are given. A comparison among numerical simulations, theoretical results and engineering data shows that the results are close, and the monitoring data do not exceed the warning values. The influences of pit excavation on the surrounding environment can meet the requirements of specification. The design method is successfully used in this project and achieves satisfactory effects. It will provide some reference for the design and construction of similar projects.
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[1] 刘国彬, 王卫东. 基坑工程手册[M]. 2版. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Excavation engineering manual[M]. 2nd ed. Beijing: China Architecture and Building Press, 1999. (in Chinese)) [2] 张 冰. 后拆支撑法在超高建筑地下结构施工中的应用[J]. 施工技术, 2010, 39(12): 94–96. (ZHANG Bing. Application of late-dismantling support method in underground structure construction of super high-rise building[J]. Construction Technology, 2010, 39(12): 94–96. (in Chinese)) [3] 何 杰, 张 聪. 后拆支撑法在超深基坑及大型转换梁模板传力体系中的综合应用技术[J]. 建筑施工, 2008, 30(6): 467–469, 472. (HE Jie, ZHANG Cong. Comprehensively applied technology of post-dismantled shoring method for super deep foundation pit and formwork force-transmitting system for large-scale transfer beam[J]. Building Construction, 2008, 30(6): 467–469, 472. (in Chinese)) [4] JGJ 120—99建筑基坑支护技术规程[S]. 北京: 中国建筑工业出版社, 1999. (JGJ 120—99 Technical specification for restaining and protection of building foundation excavations[S]. Beijing: China Architecture and Building Press, 1999. (in Chinese))