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GIRDER REPLACEMENT METHOD
To provide a girder replacement method with which construction period can be shortened, cost can be reduced and working space can be reduced.SOLUTION: A girder replacement method according to an embodiment is a girder replacement method of a cross-river bridge 1 that includes multiple existing bridge abutments 2 lined up along the width direction of a river R and an existing girder 3 across the existing abutments 2. The girder replacement method includes a step of installing a construction girder 10 on the areas of ground G on both sides of a first direction D1 when viewed from the river R, a step of constructing new abutments 20 at the bottom of each construction girder 10, a step of installing a new girder 30 above the existing abutments 2 and the new abutments 20, a step of removing the construction girder 10 installed on the ground G and installing a sleeper support girder 40 on the newly installed girder 30 above the ground G and a step of removing the existing girder 3 and installing the sleeper support girder 40 on the new girder 30 above the river R.SELECTED DRAWING: Figure 8
【課題】工期を短縮し、コストを低減できると共に作業スペースを低減させることができる桁架け替え方法を提供する。【解決手段】一実施形態に係る桁架け替え方法は、河川Rの幅方向に沿って並ぶ複数の既設橋台2と、複数の既設橋台2を架け渡す既設桁3とを備えた河川横断橋1の桁架け替え方法である。桁架け替え方法は、河川Rから見て第1方向D1の両側に位置する地盤Gのそれぞれに工事桁10を設置する工程と、各工事桁10の下部に新設橋台20を構築する工程と、複数の既設橋台2、及び複数の新設橋台20の上方に新設桁30を設置する工程と、地盤Gに設置した工事桁10を撤去すると共に、地盤Gの上方に位置する新設桁30に枕木受桁40を設置する工程と、既設桁3を撤去すると共に、河川Rの上方に位置する新設桁30に枕木受桁40を設置する工程と、を備える。【選択図】図8
GIRDER REPLACEMENT METHOD
To provide a girder replacement method with which construction period can be shortened, cost can be reduced and working space can be reduced.SOLUTION: A girder replacement method according to an embodiment is a girder replacement method of a cross-river bridge 1 that includes multiple existing bridge abutments 2 lined up along the width direction of a river R and an existing girder 3 across the existing abutments 2. The girder replacement method includes a step of installing a construction girder 10 on the areas of ground G on both sides of a first direction D1 when viewed from the river R, a step of constructing new abutments 20 at the bottom of each construction girder 10, a step of installing a new girder 30 above the existing abutments 2 and the new abutments 20, a step of removing the construction girder 10 installed on the ground G and installing a sleeper support girder 40 on the newly installed girder 30 above the ground G and a step of removing the existing girder 3 and installing the sleeper support girder 40 on the new girder 30 above the river R.SELECTED DRAWING: Figure 8
【課題】工期を短縮し、コストを低減できると共に作業スペースを低減させることができる桁架け替え方法を提供する。【解決手段】一実施形態に係る桁架け替え方法は、河川Rの幅方向に沿って並ぶ複数の既設橋台2と、複数の既設橋台2を架け渡す既設桁3とを備えた河川横断橋1の桁架け替え方法である。桁架け替え方法は、河川Rから見て第1方向D1の両側に位置する地盤Gのそれぞれに工事桁10を設置する工程と、各工事桁10の下部に新設橋台20を構築する工程と、複数の既設橋台2、及び複数の新設橋台20の上方に新設桁30を設置する工程と、地盤Gに設置した工事桁10を撤去すると共に、地盤Gの上方に位置する新設桁30に枕木受桁40を設置する工程と、既設桁3を撤去すると共に、河川Rの上方に位置する新設桁30に枕木受桁40を設置する工程と、を備える。【選択図】図8
GIRDER REPLACEMENT METHOD
桁架け替え方法
IDE YUSUKE (Autor:in) / ITO HIROYUKI (Autor:in) / FUJIMOTO TATSUKI (Autor:in) / TSUTAO RYOTA (Autor:in) / SANAGAWA TAISUKE (Autor:in) / KANDA MASAYUKI (Autor:in) / NAKAJIMA SUSUMU (Autor:in)
14.09.2023
Patent
Elektronische Ressource
Japanisch
IPC:
E01D
BRIDGES
,
Brücken
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