盾构隧道双道密封垫防水增强机理研究OA北大核心
Waterproof enhancement mechanism of double gasket in shield tunnel
橡胶密封垫是盾构隧道接缝防水的核心结构,随着盾构隧道直径和设计水压的增大,双道密封垫模式已逐渐成为盾构隧道主流的防水设计方案.为探究双道密封垫相较于单道密封垫防水增强的机理,分别针对无间隙水压作用的常规工况和有间隙水压作用的特殊工况开展双道密封垫防水试验,记录中心腔及内水腔的水压时程曲线,分析得到2种情形下防水增强的主导因素.研究结果表明:在黏滞阻力的作用下,压力水从中心腔流入内水腔产生的压降是常规工况下双道密封垫防水增强的主要影响因素.压缩状态下密封垫的孔隙率越小,黏滞阻力压降效应越显著.通过引入孔隙度影响系数,提出了基于多孔介质渗流理论的黏滞阻力压降效应计算方法,并给出了孔隙率、流体流速、多孔介质平均粒子直径3个关键参数的获取方式.在间隙水压的反作用下,外道密封垫产生附加接触应力是特殊工况下外道密封垫防水增强的主要影响因素.密封垫的压缩程度越大,间隙水压作用下的防水增强效应越显著.借助压密率指标评价密封垫的等效泊松比,提出了间隙水压作用下防水增强能力的计算方法.研究探明了黏滞阻力和间隙水压作用对于双道密封垫的防水增强机理,并给出了2种增强效应的计算方法,为双道密封垫防水设计提供了参考.
Rubber gasket is the core structure of joint waterproofing of shield tunnel.With the increase of shield tunnel diameter and design water pressure,the double gasket mode has gradually become the mainstream waterproofing design scheme of shield tunnel.In order to explore the mechanism of waterproof enhancement of double gasket compared with single gasket,the waterproof test of double gasket was carried out under the normal working condition without inner cavity water pressure and the special working condition with inner cavity water pressure.The water pressure time-history curves of central cavity and inner water cavity were recorded.The leading factors of waterproof enhancement were obtained under the two conditions.The results show that under the action of viscous resistance,the pressure drop caused by the pressure water flowing from the central cavity into the inner water cavity is the main factor affecting the waterproof enhancement of the double gasket under normal working conditions.The smaller the porosity of the gasket under compression,the more significant the viscous resistance pressure drop effect.By introducing porosity influence coefficient,a calculation method of viscous resistance pressure drop effect based on porous media seepage theory is proposed,and the acquisition methods of three key parameters,porosity,fluid velocity and average particle diameter of porous media,are given.Under the reaction of the water pressure in the inner cavity,the additional contact stress of the external gasket is the main factor affecting the waterproof enhancement of the external gasket under special working conditions.The greater the compression degree of the gasket,the more obvious the waterproof enhancement effect under the action of inner cavity water pressure.By evaluating the equivalent Poisson's ratio of gasket with the aid of compactness index,the calculation method of waterproof enhancement ability under the action of inner cavity water pressure is put forward.The waterproof enhancement mechanism of viscous resistance and inner cavity water pressure on double gasket is studied and proved,and two calculation methods of enhancement effect are given.The results can provide reference for waterproof design of double gasket.
龚琛杰;解超然;林赞权;雷明锋;王海林;宋建荣;葛洋洋
中南大学 土木工程学院,湖南 长沙 410075中南大学 土木工程学院,湖南 长沙 410075中南大学 土木工程学院,湖南 长沙 410075中南大学 土木工程学院,湖南 长沙 410075湖南省交通规划勘察设计院有限公司,湖南 长沙 410200特种功能防水材料国家重点实验室 北京东方雨虹防水技术股份有限公司,北京 101111特种功能防水材料国家重点实验室 北京东方雨虹防水技术股份有限公司,北京 101111
土木建筑
盾构隧道双道密封垫失效机理接缝防水黏滞阻力
shield tunneldouble gasketfailure mechanismjoint waterproofingviscous resistance
《铁道科学与工程学报》 2025 (1)
272-283,12
国家自然科学基金资助项目(52278421,52378420)特种功能防水材料国家重点实验室开放课题(SKWL-2022KF01)中国国家铁路集团有限公司科技研究开发计划(K2021G022)中国科协青年人才托举工程项目(2022QNRC001)湖南省科技人才托举工程项目(2023TJ-N24)中南大学创新驱动研究计划项目(2023CXQD067)湖南省衡永高速公路建设开发有限公司课题(HY2307ZX005)
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