地基下沉倾斜危楼双向顶升纠偏实践
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TU753.8

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Application of Two-direction Rectification of Deviation by Jack-up for Dangerous Inclining Building with Foundation Subsidence
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    摘要:

    某3层砖混结构楼房,因地基下沉且不稳定导致向南东倾斜成为危房,经采用静压桩托换地基加固补强控制地基稳定后,进行双向顶升纠偏设计、施工与试验,通过成果分析治理是成功的。介绍了纠偏设计与施工技术。

    Abstract:

    Because of the ground subsidence, a 3-storeyed masonry-concrete building became dangerous with southeast inclination. Static pressure pile underpinning was used to reinforce the foundation. After consolidation, the design, construction and test of two-direction rectification by jack-up were made, and it was proved successful. The design and construction of rectification of deviation were introduced.

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陈国政 陈守平 陈守安.地基下沉倾斜危楼双向顶升纠偏实践[J].钻探工程,2007,34(2):4-9.
CHEN Guo-zheng, CHEN Shou-ping, CHEN Shou-an. Application of Two-direction Rectification of Deviation by Jack-up for Dangerous Inclining Building with Foundation Subsidence[J]. Drilling Engineering, 2007,34(2):4-9.

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  • 收稿日期:2006-06-30
  • 最后修改日期:2006-06-30
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