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Preventing falling bridges of existing bridge girders subject to earthquake and tsunami action

机译:防止遭受地震和海啸袭击的现有桥梁大梁跌落

摘要

PROBLEM TO BE SOLVED: To provide a bridge fall prevention method for an existing bridge girder that considers for a structural system of bridge pier and girder exposed to seismic and tsunami force.SOLUTION: In a bridge fall prevention method for an existing bridge girder exposed to seismic and tsunami force: a reinforcing bar 3 is installed by drilling a hole through existing bridge girders B on right and left to suit a diameter of the reinforcing bar, and inserting and fixing the reinforcing bar 3 into the hole; a reinforcing bar is installed by drilling a hole through the bridge pier A for a receiving beam 2 to suit a diameter of the reinforcing bar, and inserting and fixing the reinforcing bar into the hole for the receiving beam 2; a concrete mold is placed, and a reinforcing bar is arranged; a bridge fall prevention device 1 is installed, and concrete is cast; the receiving beam 2 is installed by drilling a hole beforehand through the bridge fall prevention device 1 for inserting the reinforcing bar, and a cushioning material 4 is installed between the bridge fall prevention device 1 and both bridge girders B.SELECTED DRAWING: Figure 1
机译:解决的问题:为考虑到承受地震和海啸力的桥墩和大梁的结构体系,为现有桥梁的桥梁提供防坠落解决方案。地震和海啸力:通过在左右的现有桥梁B上钻一个孔以适合该钢筋的直径来安装钢筋3,并将钢筋3插入并固定在该孔中。通过在桥墩A上钻一个用于容纳梁2的直径以适应该钢筋的直径的孔,并将该钢筋插入并固定在用于容纳梁2的孔中,来安装钢筋。放置混凝土模具,并布置钢筋。安装有防止桥梁脱落的装置1,并浇筑混凝土。接收梁2的安装是通过在防坠落装置1上事先钻一个孔来插入钢筋来实现的,并且在防坠落装置1和两个桥梁B之间都安装了缓冲材料4.图1

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