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深基坑综合围护施工技术

Construction Technology of Integrated Support of Deep Foundation Pit
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摘要 太仓市文化艺术中心项目基坑开挖最大深度为14.1 m。浅基坑采用土钉墙支护,深基坑采用钻孔灌注桩加一道混凝土支撑,在灌注桩外侧施工一排旋喷桩作为防渗止水帷幕,基底采用深井降水。结果表明,该围护设计及施工安全、经济。 The maximized excavation depth of foundation pit is 14.1 m in the project of Culture and Art Center in Taicang city. Shal ow foundation pit applied soil nailing wal , and deep foundation pit applied the bored pile and a concrete support, and outside the bored piles is a row of jet grouting pile as wa-ter resisting curtain, and deep wel dewatering is used at the base of foundation. The results showed that the design and co-nstruction of enclosure is safe and economical.
作者 吕厚俊
出处 《城市建筑》 2014年第30期81-82,120,共3页 Urbanism and Architecture
关键词 基坑支护 灌注桩 旋喷桩 止水帷幕 混凝土支撑 foundation pit support bored pile spiral pile waterproof curtain concrete support
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