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盾构隧道遇水膨胀橡胶密封垫止水性能试验研究
引用本文:樊庆功,方卫民,苏许斌.盾构隧道遇水膨胀橡胶密封垫止水性能试验研究[J].地下空间与工程学报,2002,22(4):335-338.
作者姓名:樊庆功  方卫民  苏许斌
作者单位:同济大学路基与土工技术研究所,上海,200331
摘    要:运用密封垫静态密封原理及交联橡胶的统计理论 ,对盾构隧道衬砌环缝遇水膨胀橡胶密封垫的膨胀性能及不同工况下耐水压性能进行试验 ,从而分析遇水膨胀橡胶密封垫的止水机理 ,并评述其在隧道中的止水能力 ;同时 ,为盾构隧道衬砌接缝遇水膨胀橡胶密封垫防水的设计、施工提出几点建议。

关 键 词:盾构隧道  遇水膨胀橡胶密封垫  耐水压性能试验
文章编号:1001-831X(2002)04-0335-04
修稿时间:2002年9月16日

Experimental Study on the Waterproof Capability of the Hydro-expansive Rubber Sealing Cushion in Shield Tunnel
FAN Qing-gong et al..Experimental Study on the Waterproof Capability of the Hydro-expansive Rubber Sealing Cushion in Shield Tunnel[J].Chinese Journal of Underground Space and Engineering,2002,22(4):335-338.
Authors:FAN Qing-gong
Affiliation:FAN Qing-gong et al.
Abstract:Based on the sealing principle of the sealing cushion and the statistical theory of cross-linked rubber, an experiment was carried out on expansion and resistance to hydraulic pressure under different conditions for hydro-expansive rubber sealing cushion in the shield tunnel. Its water proof mechanism was analyzed and water proof capability in tunnel was evaluated. Some suggestions were given to design and construction of hydro-expansive rubber sealing cushion in the shield tunnel.
Keywords:shield tunnel  hydro-expansive rubber sealing cushion  resistance to hydraulic pressure
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