Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COLUMN-BEAM JOINT STRUCTURE, AND MANUFACTURING METHOD OF COLUMN-BEAM JOINT STRUCTURE
To provide a beam-column joint structure capable of satisfying necessary structural performance even in the case of welding means in which when an inner diaphragm is welded without requiring a backing metal.SOLUTION: Provided is a column-beam joint structure in which an H-shaped beam is joined in a cross direction of an outer peripheral surface of a square steel pipe column, and a reinforcing plate is welded and joined to the inside of the square steel pipe column with a welded seam at an arrangement height of a beam flange of the H-shaped beam. The proof strength of the welded seam is less than the cross-sectional proof strength of the reinforcing plate.SELECTED DRAWING: Figure 10
【課題】内ダイアフラムを裏当て金を要しない溶接手段であっても、必要な構造性能を満足することができる柱梁接合構造体を提供する。【解決手段】角形鋼管柱の外周面の交差方向にＨ形梁が接合され、Ｈ形梁の梁フランジの配置高さで、角形鋼管柱の内側に補強板が溶接継目により溶接接合された柱梁接合構造体であって、溶接継目の耐力が、補強板の断面耐力未満であることを特徴とする。【選択図】図１０
COLUMN-BEAM JOINT STRUCTURE, AND MANUFACTURING METHOD OF COLUMN-BEAM JOINT STRUCTURE
To provide a beam-column joint structure capable of satisfying necessary structural performance even in the case of welding means in which when an inner diaphragm is welded without requiring a backing metal.SOLUTION: Provided is a column-beam joint structure in which an H-shaped beam is joined in a cross direction of an outer peripheral surface of a square steel pipe column, and a reinforcing plate is welded and joined to the inside of the square steel pipe column with a welded seam at an arrangement height of a beam flange of the H-shaped beam. The proof strength of the welded seam is less than the cross-sectional proof strength of the reinforcing plate.SELECTED DRAWING: Figure 10
【課題】内ダイアフラムを裏当て金を要しない溶接手段であっても、必要な構造性能を満足することができる柱梁接合構造体を提供する。【解決手段】角形鋼管柱の外周面の交差方向にＨ形梁が接合され、Ｈ形梁の梁フランジの配置高さで、角形鋼管柱の内側に補強板が溶接継目により溶接接合された柱梁接合構造体であって、溶接継目の耐力が、補強板の断面耐力未満であることを特徴とする。【選択図】図１０
COLUMN-BEAM JOINT STRUCTURE, AND MANUFACTURING METHOD OF COLUMN-BEAM JOINT STRUCTURE
柱梁接合構造体、柱梁接合構造体の製造方法
SAKAI YUKI (Autor:in) / ARITA MASAKI (Autor:in) / SUZUKI ITARU (Autor:in) / KUDO TETSUYA (Autor:in)
17.10.2023
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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