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STEEL GIRDER REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel girder reinforcement structure which can suitably reinforce steel girders roughly having a H-shape cross section.SOLUTION: A steel girder reinforcement structure 100 comprises a belt-like member 10, which is arranged to bridge a pair of steel girders 1, each of which roughly has a H-shape cross section, and contacts with the bottom face of each lower flange 1b, and one end part 10a of which is connected to an upper flange 1a of one steel girder 1 while the other end part 10b being connected to an upper flange 1a of the other steel girder 1. Tensile force given in the belt-like member 10 reacts in a direction, in which the upper flanges of the pair of steel girders 1 move away from each other. Thus, a swinging movement of webs 1c of the pair of steel girders 1 to tilt to each other of the pair of steel girders was suppressed, enabling reinforcement of the steel girders 1.SELECTED DRAWING: Figure 1
【課題】略H形断面を有する鋼桁を好適に補強することができる鋼桁補強構造を実現する。【解決手段】対を成して配されている略H形断面を有する鋼桁1に架け渡すように、それぞれの下フランジ1bの下面に接触させた状態に配され、一端部10aが一方の鋼桁1の上フランジ1aに繋がれ、他端部10bが他方の鋼桁1の上フランジ1aに繋がれている綱状部材10を備えている鋼桁補強構造100において、その綱状部材10に付与されている張力が、対を成す鋼桁1の上フランジ1aを互いに離間させる方向に作用するので、対を成す鋼桁1のウェブ1cが対向する鋼桁1に向けて傾くような首振りを抑制するようにして、鋼桁1を補強することを可能にした。【選択図】図1
STEEL GIRDER REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a steel girder reinforcement structure which can suitably reinforce steel girders roughly having a H-shape cross section.SOLUTION: A steel girder reinforcement structure 100 comprises a belt-like member 10, which is arranged to bridge a pair of steel girders 1, each of which roughly has a H-shape cross section, and contacts with the bottom face of each lower flange 1b, and one end part 10a of which is connected to an upper flange 1a of one steel girder 1 while the other end part 10b being connected to an upper flange 1a of the other steel girder 1. Tensile force given in the belt-like member 10 reacts in a direction, in which the upper flanges of the pair of steel girders 1 move away from each other. Thus, a swinging movement of webs 1c of the pair of steel girders 1 to tilt to each other of the pair of steel girders was suppressed, enabling reinforcement of the steel girders 1.SELECTED DRAWING: Figure 1
【課題】略H形断面を有する鋼桁を好適に補強することができる鋼桁補強構造を実現する。【解決手段】対を成して配されている略H形断面を有する鋼桁1に架け渡すように、それぞれの下フランジ1bの下面に接触させた状態に配され、一端部10aが一方の鋼桁1の上フランジ1aに繋がれ、他端部10bが他方の鋼桁1の上フランジ1aに繋がれている綱状部材10を備えている鋼桁補強構造100において、その綱状部材10に付与されている張力が、対を成す鋼桁1の上フランジ1aを互いに離間させる方向に作用するので、対を成す鋼桁1のウェブ1cが対向する鋼桁1に向けて傾くような首振りを抑制するようにして、鋼桁1を補強することを可能にした。【選択図】図1
STEEL GIRDER REINFORCEMENT STRUCTURE
鋼桁補強構造
KOBAYASHI KAORU (author) / HIRABAYASHI MASAYA (author)
2016-12-28
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
Steel girder formwork structure and reinforcement structure of steel girder parent part
European Patent Office | 2019
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