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STEEL MEMBER REINFORCEMENT STRUCTURE

SAKURAI SHUNTA / HIDEKUMA YUYA / MIYASHITA TAKESHI / OGAKI KAZUO / TAKAHARA RYOTA / HATTORI MASAFUMI

To provide a reinforcement structure that can suppress occurrence of flange local buckling in steel members.SOLUTION: A steel member reinforcement structure has webs and flanges, and receives compressive force, wherein fiber sheets are laminated and bonded to at least the flanges so that a fiber direction of the fiber sheets is along at least two directions which are a main compression direction and one direction different from the main compression direction.SELECTED DRAWING: Figure 1

【課題】鋼部材におけるフランジの局部座屈の発生を抑制できる補強構造を提供する。【解決手段】鋼部材の補強構造は、ウエブとフランジとを有し且つ圧縮力を受ける鋼部材の補強構造であって、繊維シートの繊維方向が、主圧縮方向と当該主圧縮方向とは異なる１方向との少なくとも２方向へ沿うように、当該繊維シートが少なくとも前記フランジに対し積層して接着されている。【選択図】図１

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STEEL MEMBER REINFORCEMENT STRUCTURE

SAKURAI SHUNTA / HIDEKUMA YUYA / MIYASHITA TAKESHI / OGAKI KAZUO / TAKAHARA RYOTA / HATTORI MASAFUMI

To provide a reinforcement structure that can suppress occurrence of flange local buckling in steel members.SOLUTION: A steel member reinforcement structure has webs and flanges, and receives compressive force, wherein fiber sheets are laminated and bonded to at least the flanges so that a fiber direction of the fiber sheets is along at least two directions which are a main compression direction and one direction different from the main compression direction.SELECTED DRAWING: Figure 1

【課題】鋼部材におけるフランジの局部座屈の発生を抑制できる補強構造を提供する。【解決手段】鋼部材の補強構造は、ウエブとフランジとを有し且つ圧縮力を受ける鋼部材の補強構造であって、繊維シートの繊維方向が、主圧縮方向と当該主圧縮方向とは異なる１方向との少なくとも２方向へ沿うように、当該繊維シートが少なくとも前記フランジに対し積層して接着されている。【選択図】図１

STEEL MEMBER REINFORCEMENT STRUCTURE

SAKURAI SHUNTA / HIDEKUMA YUYA / MIYASHITA TAKESHI / OGAKI KAZUO / TAKAHARA RYOTA / HATTORI MASAFUMI

To provide a reinforcement structure that can suppress occurrence of flange local buckling in steel members.SOLUTION: A steel member reinforcement structure has webs and flanges, and receives compressive force, wherein fiber sheets are laminated and bonded to at least the flanges so that a fiber direction of the fiber sheets is along at least two directions which are a main compression direction and one direction different from the main compression direction.SELECTED DRAWING: Figure 1

【課題】鋼部材におけるフランジの局部座屈の発生を抑制できる補強構造を提供する。【解決手段】鋼部材の補強構造は、ウエブとフランジとを有し且つ圧縮力を受ける鋼部材の補強構造であって、繊維シートの繊維方向が、主圧縮方向と当該主圧縮方向とは異なる１方向との少なくとも２方向へ沿うように、当該繊維シートが少なくとも前記フランジに対し積層して接着されている。【選択図】図１

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Titel:

STEEL MEMBER REINFORCEMENT STRUCTURE

Weitere Titelangaben:

鋼部材の補強構造

Beteiligte:

SAKURAI SHUNTA (Autor:in) / HIDEKUMA YUYA (Autor:in) / MIYASHITA TAKESHI (Autor:in) / OGAKI KAZUO (Autor:in) / TAKAHARA RYOTA (Autor:in) / HATTORI MASAFUMI (Autor:in)

Erscheinungsdatum:

08.02.2024

Medientyp:

Patent

Format:

Elektronische Ressource

Sprache:

Japanisch

Klassifikation:

IPC: E01D BRIDGES , Brücken / E04G SCAFFOLDING , Baugerüste

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