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A platform for research: civil engineering, architecture and urbanism
H-SHAPED STEEL BEAM FOR WELD ASSEMBLING, AND COLUMN-BEAM JOINT STRUCTURE
To provide an H-shaped steel beam for weld assembling and a column-beam joint structure allowing plastic deformation performance and weld-construction efficiency upon production to be improved at the same time.SOLUTION: An H-shaped steel beam 1 for weld assembling is obtained by welding and joining a beam web 5 and a beam flange 3, has a scallop 9 at a boundary part between the beam web 5 and the beam flange 3 at a beam material axial direction end part which is a joint part between itself and a column 7, and has a non-welded area (a) starting from a scallop bottom 10 at a boundary between the beam flange 3 and the beam web 5, where the beam flange 3 and the beam web 5 are not welded and joined in a material axis direction.SELECTED DRAWING: Figure 1
【課題】塑性変形性能と製作時の溶接施工効率とを同時に向上させることができる溶接組立Ｈ形鋼梁、柱梁接合構造を提供する。【解決手段】本発明に係る溶接組立Ｈ形鋼梁１は、梁ウェブ５と梁フランジ３が溶接接合されてなるものであって、柱７との接合部となる梁材軸方向端部における梁ウェブ５の梁フランジ３との境界部にスカラップ９を有し、梁フランジ３と梁ウェブ５の境界でのスカラップ底１０を起点として、梁フランジ３と梁ウェブ５が材軸方向に溶接接合されていない不溶接領域ａを有する。【選択図】 図１
H-SHAPED STEEL BEAM FOR WELD ASSEMBLING, AND COLUMN-BEAM JOINT STRUCTURE
To provide an H-shaped steel beam for weld assembling and a column-beam joint structure allowing plastic deformation performance and weld-construction efficiency upon production to be improved at the same time.SOLUTION: An H-shaped steel beam 1 for weld assembling is obtained by welding and joining a beam web 5 and a beam flange 3, has a scallop 9 at a boundary part between the beam web 5 and the beam flange 3 at a beam material axial direction end part which is a joint part between itself and a column 7, and has a non-welded area (a) starting from a scallop bottom 10 at a boundary between the beam flange 3 and the beam web 5, where the beam flange 3 and the beam web 5 are not welded and joined in a material axis direction.SELECTED DRAWING: Figure 1
【課題】塑性変形性能と製作時の溶接施工効率とを同時に向上させることができる溶接組立Ｈ形鋼梁、柱梁接合構造を提供する。【解決手段】本発明に係る溶接組立Ｈ形鋼梁１は、梁ウェブ５と梁フランジ３が溶接接合されてなるものであって、柱７との接合部となる梁材軸方向端部における梁ウェブ５の梁フランジ３との境界部にスカラップ９を有し、梁フランジ３と梁ウェブ５の境界でのスカラップ底１０を起点として、梁フランジ３と梁ウェブ５が材軸方向に溶接接合されていない不溶接領域ａを有する。【選択図】 図１
H-SHAPED STEEL BEAM FOR WELD ASSEMBLING, AND COLUMN-BEAM JOINT STRUCTURE
溶接組立Ｈ形鋼梁、柱梁接合構造
KINOSHITA TOMOHIRO (author) / YASUDA KYOHEI (author) / FUJISAWA SEIJI (author) / SHIMOKAWA HIROMI (author) / OBA RYOSUKE (author) / YONEMORI MAKOTO (author) / MURATA YASUNORI (author) / KAWAMURA YOSHIAKI (author) / NAKANO TATSUYA (author)
2023-01-18
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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