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杭州中國(guó)絲綢城逆作法基坑支護(hù)設(shè)計(jì)與實(shí)踐
蔣波1,樓東浩1,胡俊浩1,嚴(yán)玉林2,王鴻洲2
摘 要

(1 漢嘉設(shè)計(jì)集團(tuán)股份有限公司,杭州 310005; 2 杭州環(huán)北絲綢服裝城有限公司,杭州 310003)
[摘要]中國(guó)絲綢城工程基坑深14.05~16.6m,周邊建筑物眾多,環(huán)境保護(hù)要求高。詳細(xì)介紹了該基坑工程設(shè)計(jì)的過(guò)程,包括逆作法的基坑支護(hù)設(shè)計(jì)方案、二墻合一的地下連續(xù)墻設(shè)計(jì)、水平和豎向支撐體系的設(shè)計(jì)。實(shí)踐表明,該工程采用逆作法的施工工藝,同時(shí)結(jié)合信息化施工,確保了周邊環(huán)境的安全。通過(guò)實(shí)踐及對(duì)監(jiān)測(cè)結(jié)果的分析,得出了一些有價(jià)值的結(jié)論。
[關(guān)鍵詞]深基坑;逆作法;監(jiān)測(cè)
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
作者簡(jiǎn)介:蔣波,博士,高級(jí)工程師,Email:usstzju@126.com。
參考文獻(xiàn)
[1]應(yīng)宏偉,王奎華,謝康和,等.杭州解百商業(yè)城半逆作法深基坑支護(hù)設(shè)計(jì)與監(jiān)測(cè)[J].巖土工程學(xué)報(bào),2001,23(1):79-83.
[2]王衛(wèi)東,翁其平,胡玉銀.新型逆作法結(jié)構(gòu)型式的設(shè)計(jì)與應(yīng)用[J].巖土工程學(xué)報(bào),2006,28(11):1546-1551.
[3]蔣波,樓東浩,王卓雄,等.杭州中國(guó)絲綢城基坑圍護(hù)設(shè)計(jì)說(shuō)明[R].杭州:漢嘉設(shè)計(jì)集團(tuán)有限公司,2007.
[4]趙志元.杭州中國(guó)絲綢城基坑監(jiān)測(cè)報(bào)告[R].杭州:浙江省工程物探勘察院,2008.

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