| SMW工法在跨运河立交工程中的应用 |
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| 引用本文： | 冀振龙.SMW工法在跨运河立交工程中的应用[J].中国市政工程,2007(4):32-33. |
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| 作者姓名： | 冀振龙 |
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| 作者单位： | 上海城建(集团)有限公司,上海,200125 |
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| 摘 要： | SMW工法是深基坑支护系统的一种新形式,近年来在深基坑围护工程中得到了广泛应用,但在桥梁承台施工中应用较少。论述了一边是围堰,一边是土体,基坑开挖后两侧荷载不对称情况下SMW工法应用的特点和措施。该工法在常州市长江路跨运河立交工程中取得了良好的效果。
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| 关 键 词： | SMW工法 承台 立交桥 施工 应用 |
| 文章编号： | 1004-4655（2007）04-0032-02 |
| 收稿时间： | 2007-06-05 |
| 修稿时间： | 2007年6月5日 |
On SMW Method Applied in Cross-Canal Viaduct Project |
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| JI Zhen-long.On SMW Method Applied in Cross-Canal Viaduct Project[J].China Municipal Engineering,2007(4):32-33. |
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| Authors: | JI Zhen-long |
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| Abstract: | SMW method is a new type of deep foundation pit excavation supporting system. In recent years, it has been applied widely in deep foundation pit works, while it is unfamiliar about the construction of bridge bearing platforms. This paper discussed application characteristics and measures under the dissymmetric condition of 2 sides load after foundation pit excavation, the side being cofferdam, the other one being soil. The method has gained great effect in Changjiang Rd. cross-canal viaduct project in Changzhou. |
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| Keywords: | SMW method bearing platform viaduct construction application |
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