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Device for the purpose of lining tunnels and studs in the pressure-exerting rock

机译:用于在赋压岩石中衬砌隧道和立柱的装置

摘要

In-situ concreter as lining system for tunnels or galleries in stressed rock, embodies lost shuttering plates acting subsequently as reinforcement together with H-shaped assembly arches which are applied to the preconcreted tunnel lining right up to the face where the arches serve as supports for the shield cutters. The cutters can adjust crossways on the outer flanges of the arches which have formwork at their endface towards the tunnel lining supported on the inner flanges of the arches. The arches have a height viewed in section which equals the thickness of the lining. The endface formwork should be carried on the stay of the H arch member in the form of a frontal box structure locked onto the outer flange of the arch, the forward/endwall of the box being roof shaped to close off the lining space within the formwork. A space is left pref. between the base of the formwork box and the inner flange of the arch.
机译:现浇混凝土作为受应力岩石中隧道或画廊的衬砌系统,体现了失去的模板,随后与H型装配拱一起用作加固,这些H形装配拱一直应用于预混凝土隧道衬砌,直至拱作为支撑的面盾刀。切割器可以在拱形件的外凸缘上横向调节,该拱形件在其端面上朝向支撑在拱形件的内凸缘上的隧道衬里具有模板。拱的截面高度等于衬里的厚度。端面模板应以锁定在拱形外法兰上的前箱形结构的形式承载在H型拱构件的撑杆上,箱形的前/端壁为屋顶形,以封闭模板中的衬里空间。首选留一个空格。在模板框的底部和拱的内部凸缘之间。

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