建筑结构

2004, (10) 75-76

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某综合楼不均匀沉降事故分析与处理
Analysis and Treatment for An Uneven Settlement Accident of a Comprehensive Building

鲍育明,赵艳秋
Bao Yuming Zhao YanQiu

摘要(Abstract):

介绍了南京一采用水泥搅拌桩复合地基的 9层框架结构综合楼产生不均匀沉降及沉降过大的情况。分析了产生沉降的原因 ,运用限沉桩及应力解除法 ,对该综合楼进行了纠偏设计与施工 ,并取得了成功。
The uneven settleement and over-settlement of a comprehensive building with nine-storey frame structure are introduced and their reason are analysed.The application principle of anti-settlement pile and stress release method is set forth.The design and construction method to rectify incline of this building is introduced.

关键词(KeyWords): 不均匀沉降;限沉桩;纠偏;应力解除法
uneven settlement;anti-settlement pile;rectify incline;stress release method

Abstract:

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作者(Author): 鲍育明,赵艳秋
Bao Yuming Zhao YanQiu

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DOI: 10.19701/j.jzjg.2004.10.022

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