ISSN 1000-3665 CN 11-2202/P

    压缩状态下盾构隧道接缝密封垫耐久性能研究

    Research on the durability performance of shield tunnel joint sealing gaskets under compressed conditions

    • 摘要: 盾构隧道在长期服役过程中,三元乙丙橡胶(ethylene propylene diene monomer,EPDM)密封垫密封性能退化可能导致渗漏和结构耐久性降低的问题,密封垫在富水且压缩状态下的耐久性能需进一步研究。通过在不同压缩状态下进行EPDM密封垫的水热加速老化与力学性能试验,揭示了密封垫压缩永久变形量及其压缩性能的劣化规律;以压缩永久变形率为劣化指标,建立了富水压缩状态下的老化时变模型,量化了试验老化与密封垫受压服役年限之间的对应关系,得到密封垫残余性能随服役时间演化的规律。结果表明:(1)压缩力的存在显著加速了密封垫的老化过程,并引起显著的不可恢复变形,最大压缩永久变形率差值超过5倍;(2)密封垫残余性能随老化时间增加而降低,其降低幅度受老化温度和压缩量的双重影响;在服役前10 a,残余性能呈非线性快速下降趋势;随着服役年限增加至20 a以上,下降速率趋于平缓。(3)在100年服役期满时,各压缩老化条件下(压缩6,12,18 mm)的密封垫残余性能分别为0.824,0.613,0.454。富水受压条件下EPDM密封垫存在显著的时变劣化特征,其耐久性能对压缩量高度敏感,研究结果可为盾构隧道密封设计、寿命预测及渗漏风险评估提供参考。

       

      Abstract: To address the risk of leakage and durability reduction caused by sealing degradation during the long-term service of shield tunnels, this study investigates the durability of ethylene propylene diene monomer (EPDM) gaskets under water-rich compressed conditions. Water–thermal accelerated aging tests and mechanical tests were conducted under different compression levels to examine the evolution of compression set and compressive performance. A time-dependent aging model was then established using the compression set ratio as the degradation index to relate laboratory aging to the service life of compressed gaskets. The results show that compressive loading markedly accelerates gasket aging and induces substantial irreversible deformation, with the maximum difference in compression set exceeding fivefold. Residual performance decreases with aging time and is jointly affected by aging temperature and compression level. A rapid nonlinear decline is observed during the first 10 years of service, followed by a gradual slowing after 20 years. At the end of a 100-year service life, the residual performance under compression levels of 6, 12, and 18 mm is 0.824, 0.613, and 0.454, respectively. Overall, EPDM gaskets under water-rich compressed conditions exhibit pronounced time-dependent degradation and high sensitivity to compression level, and the results provide a basis for sealing design, service-life prediction, and leakage risk assessment in shield tunnels.

       

    /

    返回文章
    返回