| 博圣广场基坑围护设计与施工 |
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| 引用本文： | 吴连祥,邵锦周,狄建中. 博圣广场基坑围护设计与施工[J]. 江苏建筑, 2010, 0(2): 81-85 |
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| 作者姓名： | 吴连祥 邵锦周 狄建中 |
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| 作者单位： | 启东市建筑设计院有限公司,江苏,启东,226200 |
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| 摘 要： | 根据基坑工程特点,采用三轴水泥深搅桩挡水,钢筋混凝土灌注桩加两道内支撑挡土的围护方案,获得成功,为今后类似的基坑围护工程设计与施工提供可借鉴的经验。
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| 关 键 词： | 基坑深度14 m 三轴水泥搅拌桩 档水 钢筋混凝土灌注桩 两道内支撑 挡土 |
Design and Construction of the Foundation Pit Bracing in Bosheng Mansion |
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| WU Lian-xiang,SHAO Jin-zhou,DI Jian-zhong. Design and Construction of the Foundation Pit Bracing in Bosheng Mansion[J]. Jiangsu Construction, 2010, 0(2): 81-85 |
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| Authors: | WU Lian-xiang SHAO Jin-zhou DI Jian-zhong |
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| Affiliation: | (Qidong Architectural Design Institute Co.,Ltd,Qidong Jiangsu 226200 China) |
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| Abstract: | Based on the engineering feature of a foundation pit ,triaxial soil-cement deep mixing piles were adopted to seal groundwater. And reinforced concrete cast-in-situ piles with two-level brace were constructed to retain the earth , and it＇s been proved successful . The engineering experience could be provided in the future design and construction of the bracing of similar foundation pits. |
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| Keywords: | m |
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