土工基础 ›› 2020, Vol. 34 ›› Issue (2): 94-97.

• 工程实录 • 上一篇    下一篇

某单层地下车库底板隆起的加固设计与施工

丁 盛   

  1. (上海市住安建设发展股份有限公司,上海 200031)
  • 收稿日期:2019-06-26 修回日期:2019-07-01 出版日期:2020-05-20 发布日期:2020-05-20
  • 作者简介:丁 盛(1979-),男,工程师,研究方向为建筑施工、地基加固等技术与质量管理。

Mitigation Design and Construction of the Slab Heave of a Single-Story Underground Garage

DING Sheng   

  1. (Shanghai Zhu’an Construction Development Co. Ltd., Shanghai 200031)
  • Received:2019-06-26 Revised:2019-07-01 Online:2020-05-20 Published:2020-05-20

摘要: 在上海高地下水位的软土地区,时常发生地下室底板隆起等事故。以上海嘉定区某一单层地下车库底板隆起事故为例,主要分析底板隆起的原因,明确加固设计原则,合理设计加固方案,强调加固施工的重点、难点。加固施工结束后二年的运行表明:采用锚杆钢管桩加固方式合理,可为类似地下室抗浮设计和施工风险管控提供有益参考。

关键词: 单层地下车库, 底板隆起, 锚杆钢管桩, 加固

Abstract: The basement floor heave hazards are frequently encountered in thick soft soils with high groundwater level as urban Shanghai area. This paper presents a case history of the mitigation design and construction of the floor slab heave of a singlestory underground garage in Jiading District of Shanghai City. The distress causes, design principles and mitigation construction major steps are also presented in the paper. The observational results from two years after the mitigation construction indicate that the pressin steel pipe piles by using ground anchor as the reaction is both technically sound and cost effective.

Key words: single-story underground garage, floor slab heave, pressin steel pipe pile using ground anchor, mitigation

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