盾构隧道接缝密封垫设计及试验研究
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江河(1995—),男,硕士研究生,研究方向为城市轨道与铁道工程。

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TU43

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国家重点研发计划资助项目(2017YFB1201204);宁波机械法联络通道修建技术项目(16002531520)


Design and Test of Joint Seals for Shield Tunnels
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    摘要:

    针对浙江某地铁盾构隧道直径较大、管片厚度较厚的设计特点,考虑弹性橡胶密封垫与复合型橡胶密封垫的不同断面形式,设计单排孔型、多排孔型及复合型 3 种密封垫,采用有限元分析、“一”字缝耐水压试验与压缩试验的方法,研究得到适用的最优防水方案。 研究表明:① 数值模拟结果显示,单排孔密封垫的接触面最大接触应力与平均接触应力均最大,说明其防水能力较好;② “一”字缝耐水压力试验结果说明,密封垫防水能力随着接缝张开量增加而减小,单排孔密封垫的防水能力最优;③ 压缩试验结果揭示,密封垫压缩力呈现先缓慢上升后迅速增大的规律,其中单排孔及复合型密封垫的拼装难度较小;④ 综合数值模拟与试验结果,选取单排孔型弹性橡胶密封垫作为接缝防水方案。

    Abstract:

    Shield tunnel of Shaoxing Metro Line 1 has the design features of large diameter and thick section. Considering the different sections of elastic rubber and composite rubber gasket, the single -row -hole, multi-row-hole and composite types of gaskets are designed. The applicable optimal waterproofing scheme is obtained by finite element analysis, “one” seam water pressure resistance test and compression test. The FEM results show that the maximum contact stress and average contact stress of the single-row hole gasket are the largest, which indicates that its water-proof ability is better. The water resistance test results suggest that the water pressure resistance decreases with the increase of joint opening, and the waterproof capacity of the single-row hole gasket is optimal. The compression test results show that the compression force of the gasket increases slowly first and then increases rapidly, and the assembling of the single-row-hole and the composite gasket is easier. According to the numerical simulation results and test results, single-row-hole type elastic rubber gasket is selected as the joint waterproofing scheme.

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江河,刘建国,周俊宏.盾构隧道接缝密封垫设计及试验研究[J].华东交通大学学报,2020,37(2):30-37.

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  • 在线发布日期: 2021-05-11
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