近海富水地铁车站基坑管井降水技术
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    摘要:

    厦门市地铁地铁3号线湖里法院站主体结构基坑位于近海且富水的地层,为提高基坑降水效果,通过基坑用水量及降水井的计算分析,选择大直径降水井点的布设方法,并针对大直径降水井施工容易出现的质量问题,提出相应的施工技术及操作细节,最后通过降水从监测数据,表明该基坑降水效果良好。实践证明,大直径井点降水作为地铁车站基坑开挖降排水工艺,具有较好的应用前景。

    Abstract:

    The main structure foundation pit of Huli courtstation of Xiamen Metro Line 3 is located in offshore and water rich stratum. In order to improve the dewatering effect of foundation pit, through the calculation and analysis of foundation pit water consumption and dewatering wells, the layout method of large-diameter dewatering well points is selected, and the corresponding construction technology and operation details are put forward according to the quality problems prone to the construction of large-diameter dewatering wells, Finally, the monitoring data show that the dewatering effect of the foundation pit is good. Practice has proved that large-diameter well point dewatering, as a dewatering technology for foundation pit excavation of subway station, has a good application prospect.

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引用本文

刘银环.近海富水地铁车站基坑管井降水技术[J].城市道桥与防洪,2022,(11):182-187.

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  • 收稿日期:2022-01-20
  • 最后修改日期:2022-02-26
  • 录用日期:2022-03-01
  • 在线发布日期: 2022-11-20
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