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VIBRATION PROOF RUBBER MOUNTING STRUCTURE AND ITS CONSTRUCTION METHOD FOR RUDDER TYPE CROSS-TIE RAILWAY

机译:悬臂式横梁铁路防振橡胶安装结构及其施工方法

摘要

PROBLEM TO BE SOLVED: To provide a vibration proof rubber mounting structure and its construction method for rubber type cross-tie railways, which is simple in structure, excellent in manufacturing and construction performance, capable of improving the fatigue resistance of the vibration proof rubber, easy in loading and unloading and capable of improving construction accuracy. ;SOLUTION: In this vibration proof rubber 4 mounting structure with a vertical concrete beam 1, a recessed groove 9 into which the upper section of the vibration proof rubber 4 is fitted along the longitudinal direction of the vertical beam 1 in specified space relation is formed in the bottom face of the vertical beam 1 of the rubber type cross-tie. This recessed groove 9 is formed so that the dimensions of the bottom face is equal to or larger than those of the upper face of the vibration proof rubber 4 and into a shallow truncated pyramid shape or a truncated cone shape of 3 to 10 mm in depth taper-likely opened toward the outside. A cushion material 10 is wound around a part of the outer periphery of the lower section of the side face of the vibration proof rubber 4, and the width t of the cushion material 10 is desired to be equal to or larger than the height of the part buried in the pedestal mortar 6 of the vibration proof rubber 4.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:提供一种用于橡胶型横梁铁路的防振橡胶安装结构及其施工方法,该结构简单,制造和施工性能优良,能够提高防振橡胶的抗疲劳性,易于装卸,并能提高施工精度。 ;解决方案:在这种具有垂直混凝土梁1的防震橡胶4安装结构中,形成凹槽9,该凹槽9沿垂直梁1的纵向以指定的空间关系装配在该凹槽中。橡胶型横梁的垂直梁1的底面该凹槽9形成为使得底面的尺寸等于或大于防振橡胶4的顶面的尺寸,并且形成为深度为3mm至10mm的浅圆锥台形状或圆锥台形状。逐渐向外侧逐渐变细。缓冲材料10缠绕在防振橡胶4的侧面的下部的外周的一部分上,并且期望缓冲材料10的宽度t等于或大于其高度。埋在防振橡胶4的底座砂浆6中的部分;版权所有:(C)2001,JPO

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