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REINFORCING WORK METHOD BY STEEL ARCH FOR EXISTING BRIDGE

机译:既有桥梁钢拱加固工作方法

摘要

PROBLEM TO BE SOLVED: To obtain a reinforcing work method capable of reducing cost by installing a reaction base in each bridge pier to install an arch rib and forcibly displacing both end faces to the inside horizontal direction and raising the support point to be brought into contact with the under face of the upper structure. ;SOLUTION: A rail is laid from the outside of a viaduct to the lower side and an arch rib 2 is set up at the side of the viaduct 6 on a supporting. The arch rib 2 is made of steel pipes or steel material having a I-shaped section. In case of steel pipes, concrete is filled in the pipe to increase the rigidity. Then, it is laterally transferred to install the arch rib 2 under a viaduct 6. A bracing beam 5 is connected to the upper end of the arch rib 2, and the reaction base is installed in the foot of the bridge pier 1. The reaction base is made of H-shaped steel and a RC structure. A flat jack is put between the reaction base and the base end face of the arch rib 2. A forcible horizontal displacement to the A-arrow mark is given to the foot of both ends of the arch rib 2 to raise the support point B of a main girder. In this way, labor and the construction time can be reduced, hence, cost can be greatly reduced.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:为了获得一种能够通过在每个桥墩中安装反作用基座以安装拱肋并强行将两个端面向内水平方向移动并升高支撑点以使其接触的方法来降低成本的加固工作方法。上部结构的底面。 ;解决方案:从高架桥的外侧到下侧铺设一条导轨,并在高架桥6的一侧在支架上设置拱肋2。拱肋2由具有I形截面的钢管或钢材制成。如果是钢管,则将混凝土填充到管道中以增加刚度。然后,将其横向转移以将拱肋2安装在高架桥6下。将支撑梁5连接到拱肋2的上端,并将反应基座安装在桥墩1的底部。底座由H型钢和RC结构制成。在反应基座和拱肋2的底部端面之间放置一个平千斤顶。在拱肋2的两端的脚上施加到A箭头标记的强制水平位移,以升高拱肋2的支撑点B。主梁。这样,可以减少劳力和施工时间,从而可以大大降低成本。;版权所有:(C)2001,日本特许厅

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