土工基础 ›› 2023, Vol. 37 ›› Issue (5): 723-726.

• 工程实录 • 上一篇    下一篇

武汉某深基坑支撑梁加固设计实例分析

张 巍   

  1. (中铁武汉大桥工程咨询监理有限公司,武汉 430000)
  • 收稿日期:2022-04-03 修回日期:2022-04-11 出版日期:2023-10-31 发布日期:2023-10-26
  • 作者简介:张巍(1988-),男,工程师,注册监理工程师,研究方向为边坡工程监理。

Case History of a Design Example of a Deep Excavation Supporting Beam in Wuhan

ZHANG Wei   

  1. (China Railway Wuhan Bridge Engineering Consulting and Supervision Co. Ltd., Wuhan 430000)
  • Received:2022-04-03 Revised:2022-04-11 Online:2023-10-31 Published:2023-10-26

摘要: 武汉某二层地下室,基坑开挖面位于深厚的淤泥质粘土中,在开挖到第二道支撑梁以下土方时,由于施工不当导致挖机侧翻,支撑梁严重破损,及时对该位置进行土方反压回填工作,基坑深层土体水平位移及支撑轴力得到了有效控制,但支撑梁破损严重,且部分钢筋失效,原有支撑体系平衡遭到破坏,及时对破损支撑梁及节点进行加固设计,由专业加固单位实施,后续基坑安全运营,没有出现险情。具体地介绍了工程概况、事故原因和处理方案以及现场监测。根据不同情况选取的有效处理方案也是宝贵的工程经验,对有关单位有一定的实用意义。


关键词: 淤泥质土地基, 深基坑, 支撑梁, 加固

Abstract: When a 10 m-deep foundation site in thick soft silty peaty soils in Wuhan was excavated to the second internal cross supporting layer, an excavator was overturned and seriously damaged the concrete supporting beam. To mitigate this accident, the excavated area was backfilled so that the horizontal displacement and the internal force in the supporting beans were effectively controlled. But the support beam was seriously damaged, the balance of the support system was destroyed. The remediation work was performed on the support beams and nodes were reinforced in a timely manner. The following excavation was performed safely. This paper introduces the project overview, accident cause and remediation plan and site monitoring program. Deep excavation construction accidents are relatively common, according to different conditions of the effective remediation program selected is also valuable engineering experience.


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