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JUNCTION STRUCTURE OF H-SECTION STEEL, AND H-SECTION STEEL USED IN THE SAME
PROBLEM TO BE SOLVED: To provide a junction structure of an H-section steel which, in a junction of two H-section steels, allows reducing the number of components, such as splice plates or bolts, reducing processing labor, securing temporary support of the H-section steel in construction, simplifying alignment, and transmitting the bending moment.SOLUTION: In a junction structure, two H-section steels 100, 100' are joined at an end section 40 in a material axis direction. A slit part is provided in the end section 40 in a material axis direction of a flange part of one 100 of the H-section steels, and extends in the material axis direction from a material end in a junction side. A web part 15' of the other 100' of the H-section steels is inserted into the slit part, so as to overlap and join the flange parts and web parts of the two H-section steels 100, 100' in the end section 40.SELECTED DRAWING: Figure 6
【課題】２つのＨ形鋼の接合部において、添板やボルト等の部品点数の削減、加工手間の削減、施工時のＨ形鋼の仮支持の確保、位置合わせの簡単化、並びに曲げモーメントを伝達すること、を可能とする、Ｈ形鋼の接合構造を提供する。【解決手段】２つのＨ形鋼１００、１００’が材軸方向の端部４０において接合した接合構造であって、一方のＨ形鋼１００’のフランジ部の材軸方向の端部４０に設けられ且つ接合側の材端から材軸方向に延在するスリット部に、他方のＨ形鋼１００’のウェブ部１５’を挿入して、２つのＨ形鋼１００、１００’の端部４０におけるフランジ部同士及びウェブ部同士を重ね合わせて接合する。【選択図】図６
JUNCTION STRUCTURE OF H-SECTION STEEL, AND H-SECTION STEEL USED IN THE SAME
PROBLEM TO BE SOLVED: To provide a junction structure of an H-section steel which, in a junction of two H-section steels, allows reducing the number of components, such as splice plates or bolts, reducing processing labor, securing temporary support of the H-section steel in construction, simplifying alignment, and transmitting the bending moment.SOLUTION: In a junction structure, two H-section steels 100, 100' are joined at an end section 40 in a material axis direction. A slit part is provided in the end section 40 in a material axis direction of a flange part of one 100 of the H-section steels, and extends in the material axis direction from a material end in a junction side. A web part 15' of the other 100' of the H-section steels is inserted into the slit part, so as to overlap and join the flange parts and web parts of the two H-section steels 100, 100' in the end section 40.SELECTED DRAWING: Figure 6
【課題】２つのＨ形鋼の接合部において、添板やボルト等の部品点数の削減、加工手間の削減、施工時のＨ形鋼の仮支持の確保、位置合わせの簡単化、並びに曲げモーメントを伝達すること、を可能とする、Ｈ形鋼の接合構造を提供する。【解決手段】２つのＨ形鋼１００、１００’が材軸方向の端部４０において接合した接合構造であって、一方のＨ形鋼１００’のフランジ部の材軸方向の端部４０に設けられ且つ接合側の材端から材軸方向に延在するスリット部に、他方のＨ形鋼１００’のウェブ部１５’を挿入して、２つのＨ形鋼１００、１００’の端部４０におけるフランジ部同士及びウェブ部同士を重ね合わせて接合する。【選択図】図６
JUNCTION STRUCTURE OF H-SECTION STEEL, AND H-SECTION STEEL USED IN THE SAME
Ｈ形鋼の接合構造及びそれに用いられるＨ形鋼
KAWAI YOSHIMICHI (author) / AZUMA SEIZABURO (author) / SHIMIZU NOBUTAKA (author) / NAKAYASU MASAAKI (author) / SATO KEIICHI (author) / SHISHIDO TADAKAZU (author)
2017-09-07
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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