首页> 外国专利> Paralleling to the closure structure and the closure mannered null longitudinal direction of the tunnel covering works structure which uses

Paralleling to the closure structure and the closure mannered null longitudinal direction of the tunnel covering works structure which uses

机译:平行于封闭结构和采用隧道封闭工程结构的封闭纵向零方向

摘要

PROBLEM TO BE SOLVED: To provide a structure for a closure section which can absorb a mounting tolerance having occurred between lining elements to be closed while ensuring the same structural strength as that exhibited when a conventional loop reinforcement cage is used, to thereby improve construction efficiency, and to provide a method for closing the lining elements. ;SOLUTION: According to the structure, the closure section 20 for closing an interval between the two lining elements 3a, 3b to be closed, which are opposed to each other and inserted into the natural ground, is formed of joint plates 24a, 24b and a plurality of tension members 25. Each of the joint plates 24a, 24b has a joint 26 along its lengthwise direction, which joint 26 engages with a joint 9 exposed to a closed space 23 formed in the natural ground at a location between both the lining elements 3a, 3b to be closed. The tension members 25 are arranged between both the mutually opposed joint plates 24a, 24b at predetermined intervals.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:提供一种封闭部分的结构,该结构可以吸收要封闭的衬里元件之间发生的安装公差,同时确保与使用常规环圈加强笼时所显示的结构强度相同,从而提高了施工效率,并提供一种封闭衬里元素的方法。 ;解决方案:根据该结构,闭合部20由接合板24a,24b和24b形成,该闭合部20用于彼此相对并插入自然地面中的两个要闭合的衬里元件3a,3b之间的间隔闭合。每个连接板24a,24b在其长度方向上具有接头26,该接头26与接头9接合,该接头9暴露于在两个衬片之间的位置处形成于自然地面中的封闭空间23中。元件3a,3b被关闭。受拉构件25以预定的间隔布置在两个彼此相对的接合板24a,24b之间。版权所有:(C)2003,JPO

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