Consider the Study of Flat Rubber Sealing Gasket Structure at the Bottom of Assembly Deformation

  • Liu Jiguo ,
  • He Chuangbo ,
  • Zhang Shengbin ,
  • Shu Heng ,
  • Li Jin
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  • 1. CCCC Second Highway Consultants Co. Ltd., Wuhan 430056, P.R China;
    2. CCCC Tunnel and Underground Space Engineering Technology Research and Development Center, Wuhan 430056,P.R China;
    3. CCCC Second Harbour Engineering Company Ltd., Wuhan 430040, P.R China;
    4. Research and Development Center of Transport Industry of Intelligent Manufacturing Technologies of Transport Infrastructure, Wuhan 430040, P.R China

Received date: 2024-05-27

  Online published: 2025-03-12

Abstract

Design three types of bottom flat rubber sealing gaskets, analyze the waterproof and compression performance of the sealing gasket through numerical calculations and physical model tests, and study the sliding deformation of the sealing gasket during the assembly process. Three types of cross-sectional studies show that: 1)there is an opening in the center of Section 1, which reduces the compression stress of the sealing gasket. After compression, the opening position cannot be fully closed, and the waterproof path of the sealing gasket is reduced, which is not conducive to the waterproofing of the pipe joint; 2)The waterproof capacity of section 3 is 30.1% higher than that of section 2, but the surface roughness of section 3 will be increased after being compounded with water swelling rubber. The assembly process is prone to exacerbating the accumulation and deformation of corner sealing pads, and multiple trial assembly may lead to water swelling and separation of EPDM from EPDM; 3)When the seal compresses and slides, the direction of movement is opposite. When the corner accumulation deformation is too large, it is easy to cause a large height difference between the sealing pads. When the next ring segment is assembled in a staggered manner, the sealing pad here is difficult to compress in place, which is prone to leakage in the seepage channel.

Cite this article

Liu Jiguo , He Chuangbo , Zhang Shengbin , Shu Heng , Li Jin . Consider the Study of Flat Rubber Sealing Gasket Structure at the Bottom of Assembly Deformation[J]. Chinese Journal of Underground Space and Engineering, 2025 , 21(1) : 207 -213 . DOI: 10.20174/j.JUSE.2025.01.23

References

[1] 文彦鑫,霍永鹏,吴悦,等. 高水压盾构隧道管片密封垫装配力与防水性能研究[J]. 现代隧道技术, 2022, 59(4): 273-283.(Wen Yanxin, Huo Yongpeng, Wu Yue, et al. Assembly force and waterproofing performance of segment sealing gasket in high water pressure shield tunnels[J]. Modern Tunnelling Technology, 2022, 59(4): 273-283. (in Chinese))
[2] 赵明,丁文其,彭益成,等. 高水压盾构隧道管片接缝防水可靠性试验研究[J]. 现代隧道技术,2013,50(3):87-93.(Zhao Ming, Ding Wenqi, Peng Yicheng,et al. Experimental study on the reliability of shield tunnel segment joints to remain watertight under high water pressure [J]. Modern Tunnelling Technology, 2013,50 (3): 87-93. (in Chinese))
[3] 肖明清,薛光桥,钟元,等.盾构法隧道管片接缝双道密封垫防水试验研究[J]. 铁道工程学报,2021,38(2):85-91.(Xiao Mingqing, Xue Guangqiao, Zhong Yuan, et al. Experimental research on the waterproof of double gaskets in segment joint of shield tunnel [J]. Journal of Railway Engineering Society, 2021,38(2): 85-91. (in Chinese))
[4] 王媛,周峰,陈龙,等.盾构隧道管片接缝密封垫防水耐久性试验研究[J]. 河海大学学报(自然科学),2023,51(1):129-137.(Wang Yuan,Zhou Feng,Chen Long,et al. Experimental study on waterproof durability of sealing pad for segment joint of shield tunnel[J]. Journal of Hohai University (Natural Sciences),2023,51(1):129-137. (in Chinese))
[5] 陈云尧,张军伟,马士伟,等.盾构管片纵缝拼装变形规律及防水性能研究[J]. 地下空间与工程学报,2020,16(增2):870-874,911.(Chen Yunyao, Zhang Junwei, Ma Shiwei, et al.Study on the deformation regularity and waterproof ability of longitudinal seam of shield segment [J]. Chinese Journal of Underground Space and Engineering, 2020,16 (Supp.2): 870-874, 911. (in Chinese))
[6] 封坤,谢宏明,肖明清,等.盾构隧道管片接缝密封垫区域平衡优化方法[J]. 中国公路学报,2022,35(7):184-192.(Feng Kun, Xie Hongming, Xiao Mingqing, et al.A regional balanced optimal method for segment gasket of shield tunnels[J]. China Journal of Highway and Transport, 2022,35(7): 184-192. (in Chinese))
[7] 张稳军, 丁超, 张高乐, 等. 盾构隧道管片接缝复合型密封垫选型设计研究[J]. 隧道建设(中英文), 2020, 40(2): 246.(Zhang Wenjun, Ding Chao, Zhang Gaole, et al. Type selection and design of composite sealing gasket for segment joints of shield tunnel[J]. Tunnel Construction, 2020, 40(2): 246. (in Chinese))
[8] 叶美锡, 丁文其, 陈俊伟, 等. 盾构隧道管片接缝三元乙丙橡胶密封垫力学性能影响因素敏感度分析[J]. 隧道建设(中英文),2019,39(增2):200-206. (Ye Meixi, Ding Wenqi, Chen Junwei, et al. Sensitivity analysis of influencing factors on mechanical properties of EPDM sealing gasket of segment joint of shield tunnel [J]. Tunnel Construction, 2019, 39(Supp.2): 200-206. (in Chinese))
[9] 郭忠, 林志军, 江河, 等. 大直径越江盾构隧道防水密封垫角部构造优化试验研究[J]. 隧道建设(中英文),2021,41(7):1180-1187.(Guo Zhong, Lin Zhijun, Jiang He,et al.An experimental study on improvement of a waterproof sealing gasket corner structure for alarge-diameter river-crossing shield tunnel[J]. Tunnel Construction, 2021, 41(7): 1180-1187. (in Chinese))
[10] 龚国栋,丁超,李宏亮,等.地铁盾构隧道管片接缝复合型密封垫防水研究[J]. 地下空间与工程学报,2020,16(5):1563-1568,1579.(Gong Guodong, Ding Chao, Li Hongliang, et al. Study on waterproofing performance of composite sealing gasket for segment joints of subway shield tunnel[J]. Chinese Journal of Underground Space and Engineering, 2020,16 (5): 1563-1568, 1579. (in Chinese))
[11] 中华人民共和国住房和城乡建设部.盾构隧道工程设计标准(GBT51438-2021)[S].北京:中国建筑工业出版社,2022. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Design standards for shield tunnel engineering[S]. Beijing: China Building Industry Press, 2022. (in Chinese))
[12] 朱宏,卿伟宸,邸成,等.高水压盾构隧道管片T型缝处防水性能研究[J]. 中国建筑防水,2022, 449(4):40-45, 62.(Zhu Hong, Qing Weichen, Di Cheng, et al. Study on the waterproof performance of T-joints of shield tunnel segment with high water pressure [J]. China Building Waterproofing, 2022, 449 (4): 40-45, 62. (in Chinese))
[13] 龚琛杰,丁文其,雷明锋,等.营运越江盾构隧道渗漏水病害特征及整治研究[J]. 现代隧道技术,2020,57(增1):247-254.(Gong Chenjie, Ding Wenqi, Lei Mingfeng, et al. Case study on water leakage features and repair works of operational river-passing shield tunnel [J]. Modern Tunnelling Technology, 2020,57 (Supp.1): 247-254. (in Chinese))
[14] 代显奇,王军,李占先,等.盾构隧道渗漏水病害成因与防治现状[J]. 人民长江,2022,53(11):186-192.(Dai Xianqi, Wang Jun, Li Zhanxian, et al. Research on current situation of causes and prevention measures of water leakage diseases in shield tunnels [J]. People's Yangtze River, 2022, 53 (11): 186-192. (in Chinese))
[15] 石建勋,张正,张兴凯,等.隧道渗漏水病害的影响因素研究[J]. 地下空间与工程学报,2021,17(4):1291-1297,1321.(Shi Jianxun,Zhang Zheng,Zhang Xingkai,et al.Research on influencing factors of tunnel water leakage diseases[J]. Chinese Journal of Underground Space and Engineering,2021,17(4):1291-1297,1321.(in Chinese))
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