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HORIZONTAL FORCE REINFORCEMENT STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a horizontal force reinforcement structure of a building, which can simplify a configuration by clarifying a function required for each member.SOLUTION: A horizontal force reinforcement structure M1 of a building having a skeleton formed of beams M12 and M13 and a column M11 comprises a pair of reinforcement columns M2 and M2 for bearing a vertical load, which are erected at an interval between upper and lower beam materials, and a pair of diagonal members M3 and M3 which diagonally connect ends of the reinforcement columns and which cross each other. Additionally, the end of the reinforcement column and an end of the diagonal member are pin-joined to the beam material by a beam-side joint M4, and crossing parts M5 of the pair of diagonal members are also pin-joined.
【課題】部材ごとに求められる機能を明確にすることによって、構成を簡素化することが可能な建物の水平力補強構造を提供する。【解決手段】梁M12,M13と柱M11とによって骨組みが形成される建物の水平力補強構造M1である。そして、上下の梁材間に間隔を置いて立てられる鉛直荷重を負担する一対の補強柱M2,M2と、補強柱の端部間を対角線状に連結するとともに交差される一対の斜材M3,M3とを備えている。また、補強柱及び斜材の端部は梁材に対して梁側接合部M4によってピン接合され、一対の斜材の交差部M5もピン接合される。【選択図】図1
HORIZONTAL FORCE REINFORCEMENT STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a horizontal force reinforcement structure of a building, which can simplify a configuration by clarifying a function required for each member.SOLUTION: A horizontal force reinforcement structure M1 of a building having a skeleton formed of beams M12 and M13 and a column M11 comprises a pair of reinforcement columns M2 and M2 for bearing a vertical load, which are erected at an interval between upper and lower beam materials, and a pair of diagonal members M3 and M3 which diagonally connect ends of the reinforcement columns and which cross each other. Additionally, the end of the reinforcement column and an end of the diagonal member are pin-joined to the beam material by a beam-side joint M4, and crossing parts M5 of the pair of diagonal members are also pin-joined.
【課題】部材ごとに求められる機能を明確にすることによって、構成を簡素化することが可能な建物の水平力補強構造を提供する。【解決手段】梁M12,M13と柱M11とによって骨組みが形成される建物の水平力補強構造M1である。そして、上下の梁材間に間隔を置いて立てられる鉛直荷重を負担する一対の補強柱M2,M2と、補強柱の端部間を対角線状に連結するとともに交差される一対の斜材M3,M3とを備えている。また、補強柱及び斜材の端部は梁材に対して梁側接合部M4によってピン接合され、一対の斜材の交差部M5もピン接合される。【選択図】図1
HORIZONTAL FORCE REINFORCEMENT STRUCTURE OF BUILDING
建物の水平力補強構造
ONISHI KATSUNORI (author) / YODA YOSHIYUKI (author)
2015-10-05
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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