COLUMN BEAM JOINT STRUCTURE

• Main Authors: ISHII MASARU, SASAKI SATOSHI, TAHARA KENICHI, KATSURA DAISUKE, HIRANO TORU, FUJITA ARIAKI, MATSUDO MASASHI, IGARASHI TATSUKI, ITO NAOMI
• Format: Patent
• Language: English; Japanese
• Published: 19.07.2024
• Subjects: BUILDING; CEILINGS; FIXED CONSTRUCTIONS; FLOORS; GENERAL BUILDING CONSTRUCTIONS; INSULATION OR OTHER PROTECTION OF BUILDINGS; ROOFS; WALLS, e.g. PARTITIONS

To provide a column beam joint structure capable of joining a column and a wooden beam without constructing at-site concrete for joints.SOLUTION: A column beam joint structure 100 has a column 40 joined to a composite wooden beam 10A. The column beam joint structure 100 is provided with a joint part 50 joined to the column 40 in a vertical direction, and a projected part 60 projecting in a first direction X, which is a longitudinal direction of the composite wooden beam 10A, from the joint part 50 and arranged between wooden beams 20, 30 of the composite wooden beam 10A, wherein the projected part 60 is joined to the wooden beams 20, 30 of the composite wooden beam 10A in a second direction Y, which is a direction where the wooden beams 20, 30 of the composite wooden beam 10A separate from each other.SELECTED DRAWING: Figure 1 【課題】仕口に現場打ちコンクリートを施工しなくても、柱と木質梁とを接合することが可能な柱梁接合構造を提供すること。【解決手段】柱梁接合構造１００は、柱４０と合わせ木質梁１０Ａとが接合されている柱梁接合構造１００であって、上下方向において柱４０と接合される連結部５０と、連結部５０から合わせ木質梁１０Ａの長手方向である第１方向Ｘに張り出し、合わせ木質梁１０Ａの木質梁２０，３０の間に配置される張り出し部６０と、を備え、張り出し部６０は、合わせ木質梁１０Ａの木質梁２０，３０が離隔する方向である第２方向Ｙに合わせ木質梁１０Ａの木質梁２０，３０と接合される。【選択図】図１