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CONSTRUCTION METHOD OF SIMPLE TEMPORARY BRIDGE
PROBLEM TO BE SOLVED: To provide a construction method of a simple temporary bridge that significantly reduces a construction cost by using a general-purpose material, and eliminates an upward protrusion from an existing superstructure and thereby ensuring safety in crane work.SOLUTION: A construction method of a simple temporary bridge includes: a first step of using a projecting square girder 50 having a U-shaped planar form and a receiving girder material 30 provided with a plurality of pile guide cylinders, for having the projecting square girder 50 supported by the projecting square girder 30 of an existing superstructure and moved by sliding; a second step of fixing a base end side of the projecting square girder 50 on the existing superstructure; a third step of installing the other receiving girder material 30 afterwards on an undersurface in front of the projecting square girder 50 moved by sliding; a fourth step of erecting a support pile 20 using the pile guide cylinder 32 of the receiving girder material 30 installed afterwards; and a fifth step of installing a main girder 40 and laying a floor plate 41 between the receiving girder material 30 located at a front end of the existing superstructure and the receiving girder material 30 located in front of the existing superstructure. The first to the fifth steps are performed repeatedly for each span.SELECTED DRAWING: Figure 1
【課題】汎用資材を使用できて工費の大幅削減が可能であるとともに、既設上部工の上方へ向けた突出物をなくしてクレーン作業を安全に行える簡易仮橋の架設方法を提供すること。【解決手段】平面形状がコ字形の張出定規桁50と、複数の杭ガイド筒を具備した受桁材30とを使用し、既設上部工の張出定規桁30に支持させて張出定規桁50をスライド移動させる第1工程と、張出定規桁50の基端側を既設上部工に固定する第2工程と、スライド移動させた張出定規桁50の前部の下面へ別途の受桁材30を後付けする第3工程と、後付けした受桁材30の杭ガイド筒32を利用して支持杭20を立設する第4工程と、既設上部工の前端に位置する受桁材30と既設上部工の前方に位置させた受桁材30との間に主桁40と床板41を敷設する第5工程とを含み、第1工程〜第5工程をスパン単位で繰り返して行う。【選択図】図1
CONSTRUCTION METHOD OF SIMPLE TEMPORARY BRIDGE
PROBLEM TO BE SOLVED: To provide a construction method of a simple temporary bridge that significantly reduces a construction cost by using a general-purpose material, and eliminates an upward protrusion from an existing superstructure and thereby ensuring safety in crane work.SOLUTION: A construction method of a simple temporary bridge includes: a first step of using a projecting square girder 50 having a U-shaped planar form and a receiving girder material 30 provided with a plurality of pile guide cylinders, for having the projecting square girder 50 supported by the projecting square girder 30 of an existing superstructure and moved by sliding; a second step of fixing a base end side of the projecting square girder 50 on the existing superstructure; a third step of installing the other receiving girder material 30 afterwards on an undersurface in front of the projecting square girder 50 moved by sliding; a fourth step of erecting a support pile 20 using the pile guide cylinder 32 of the receiving girder material 30 installed afterwards; and a fifth step of installing a main girder 40 and laying a floor plate 41 between the receiving girder material 30 located at a front end of the existing superstructure and the receiving girder material 30 located in front of the existing superstructure. The first to the fifth steps are performed repeatedly for each span.SELECTED DRAWING: Figure 1
【課題】汎用資材を使用できて工費の大幅削減が可能であるとともに、既設上部工の上方へ向けた突出物をなくしてクレーン作業を安全に行える簡易仮橋の架設方法を提供すること。【解決手段】平面形状がコ字形の張出定規桁50と、複数の杭ガイド筒を具備した受桁材30とを使用し、既設上部工の張出定規桁30に支持させて張出定規桁50をスライド移動させる第1工程と、張出定規桁50の基端側を既設上部工に固定する第2工程と、スライド移動させた張出定規桁50の前部の下面へ別途の受桁材30を後付けする第3工程と、後付けした受桁材30の杭ガイド筒32を利用して支持杭20を立設する第4工程と、既設上部工の前端に位置する受桁材30と既設上部工の前方に位置させた受桁材30との間に主桁40と床板41を敷設する第5工程とを含み、第1工程〜第5工程をスパン単位で繰り返して行う。【選択図】図1
CONSTRUCTION METHOD OF SIMPLE TEMPORARY BRIDGE
簡易仮橋の架設方法
KUBOTSU NAOTO (author) / ISHIGURO MAKOTO (author)
2018-02-08
Patent
Electronic Resource
Japanese
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