土工基础 ›› 2023, Vol. 37 ›› Issue (6): 1016-1022.

• 测试技术 • 上一篇    下一篇

隧道衬砌施工缝渗流试验系统研制与渗流规律研究

苏景彬1,韩伟伟2,王孝国2   

  1. (1.中交三航局第三工程有限公司,南京 210011;2.山东科技大学,山东青岛 266590)
  • 收稿日期:2022-04-26 修回日期:2022-05-17 出版日期:2023-12-31 发布日期:2024-02-08
  • 通讯作者: 韩伟伟(1983-),男,讲师,研究方向为地下工程灾害防治。
  • 作者简介:苏景彬(1987-),男,助理工程师,研究方向为工程经济。
  • 基金资助:
    山东省重点研发计划项目(重大创新工程)(2019JZZY010427)

Development of a Seepage Test System for the Leakage in Construction Joints of the Tunnel Lining

SU Jingbin1, HAN Weiwei2, WANG Xiaoguo2   

  1. (1.The Third Engineering Co. Ltd., CCCC Third Harbor Engineering Group Co. Ltd., Nanjing 210011;
    2.Shandong University of Science and Technology, Qingdao 266590)
  • Received:2022-04-26 Revised:2022-05-17 Online:2023-12-31 Published:2024-02-08

摘要: 随着国民经济的快速发展,我国交通基础设施进入大规模建设时期,随之越来越多隧道也陆续进入病害高发期。由施工缝导致的渗漏水问题是隧道建设和运营过程中主要病害之一,严重影响着隧道结构的安全性和耐久性。为研究隧道施工缝中水的渗漏规律,研制了渗流模型试验系统,该系统由水压加载装置、气压加载装置、渗流试块模型和数据采集装置组成。通过该系统对渗水量和开始渗水时间等信息进行分析,分析隧道衬砌施工缝自身的防渗性能,研究了不同因素对施工缝渗漏水的影响。模拟现场施工过程中可能出现的不良施工工况,定量评价了不良施工对隧道衬砌施工缝渗漏水的影响规律。

关键词: 隧道衬砌, 模型试验, 施工缝, 渗漏水

Abstract: With the rapid development of the national economy, the transportation infrastructures have entered a period of large-scale construction, and more and more tunnels have entered the frequent hazard occurrence period. The problem of water leakage from construction joints is one of the main hazards in the process of tunnel construction and operation. First, it seriously affects the safety and durability of the tunnel structure. In order to study the leakage pattern from tunnel construction joints, a seepage model test system was developed, which consists of a hydraulic loading device, an air pressure loading device, a seepage test block model and a data acquisition device. Through the analysis of the information such as the amount of water leakage and the time of starting leakage, the anti-leakage performance of the tunnel lining construction joint itself is analyzed, and the influence of different factors on the leakage of the construction joint is studied. Simulating the unfavorable construction conditions that may occur during the on-site construction, quantitatively evaluates the influence of unfavorable construction on the leakage of the tunnel lining construction joint.

Key words: Tunnel Lining, Model Test, Construction Joints, Water Leaking

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