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杭州中国丝绸城逆作法基坑支护设计与实践
蒋波1,楼东浩1,胡俊浩1,严玉林2,王鸿洲2
摘 要

(1 汉嘉设计集团股份有限公司,杭州 310005; 2 杭州环北丝绸服装城有限公司,杭州 310003)
[摘要]中国丝绸城工程基坑深14.05~16.6m,周边建筑物众多,环境保护要求高。详细介绍了该基坑工程设计的过程,包括逆作法的基坑支护设计方案、二墙合一的地下连续墙设计、水平和竖向支撑体系的设计。实践表明,该工程采用逆作法的施工工艺,同时结合信息化施工,确保了周边环境的安全。通过实践及对监测结果的分析,得出了一些有价值的结论。
[关键词]深基坑;逆作法;监测
Design and practice of deep excavation with top-down method in Hangzhou China Silk Town
Jiang Bo1, Lou Donghao1, Hu Junhao1, Yan Yulin2, Wang Hongzhou2(1 Hanjia Design Group Co,Ltd., Hangzhou 310005, China;2 Hangzhou Huanbei Silk Clothing Town Co.,Ltd., Hangzhou 310003, China)
Abstract:The top-down constructing method was used in a 14.05~16.6m deep foundation pit engineering in Hangzhou. The deep pit is surrounded by many buildings and the requirements for protection of surrounding environment are quite strict. The design course of foundation pit was introduced. The top-down method was used in the design scheme including the design of diaphragm wall, the horizontal and vertical system in the foundation pit. It is shown that the top-down method associated with monitoring technology can ensure the safety of the surrounding environment. Some useful conclusions are obtained through the analysis of measured results.
Keywords:deep excavation; top-down method; monitoring
作者简介:蒋波,博士,高级工程师,Email:usstzju@126.com。
参考文献
[1]应宏伟,王奎华,谢康和,等.杭州解百商业城半逆作法深基坑支护设计与监测[J].岩土工程学报,2001,23(1):79-83.
[2]王卫东,翁其平,胡玉银.新型逆作法结构型式的设计与应用[J].岩土工程学报,2006,28(11):1546-1551.
[3]蒋波,楼东浩,王卓雄,等.杭州中国丝绸城基坑围护设计说明[R].杭州:汉嘉设计集团有限公司,2007.
[4]赵志元.杭州中国丝绸城基坑监测报告[R].杭州:浙江省工程物探勘察院,2008.

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