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Damping and suspension bridge construction method of the suspension bridge.

机译:悬索桥阻尼与悬索桥的施工方法。

摘要

PROBLEM TO BE SOLVED: To make a width-direction end of a bridge girder unit connected to a main cable while maintaining rigidity and strength by a simple small-sized configuration, and to enable work such as transportation of machinery and materials, pavement and the like on the bridge girder unit.;SOLUTION: In a vibration control structure for a suspension bridge, a main girder is erected by suspending one width-direction end 3a of a bridge girder unit 3 and the other width-direction end 3b thereof from juxtaposed main cables 2. The vibration control structure for the suspension bridge includes a width end restraining device 4 which comprises an end fixing material 5 for vertically connecting the one and other width-direction ends 3a and 3b of the bridge girder unit 3 and each of the main cables 2, and an inclined fixing material 6 for obliquely connecting each of the main cable 2 and a position X, on the width-direction inside with respect to a lower end of the end fixing material 5, of the bridge girder unit 3.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:使桥梁单元的宽度方向的一端连接到主电缆,同时通过简单的小型结构保持其刚度和强度,并使诸如机械和材料的运输,人行道和道路的工作成为可能。解决方案:在悬索桥的振动控制结构中,主梁是通过将桥梁单元3的一个宽度方向端3a和另一个宽度方向端3b并列悬挂而竖立的。用于悬索桥的振动控制结构包括宽度端部约束装置4,该宽度端部约束装置4包括用于将桥梁单元3的一个和另一个宽度方向端部3a和3b与每个垂直方向相连接的端部固定材料5。主电缆2和倾斜的固定材料6,该倾斜的固定材料6将主电缆2中的每一个和相对于端部固定材料5的下端在宽度方向内侧的位置X倾斜地连接。桥梁大梁单元3的结构;版权所有:(C)2013,日本特许厅

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