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BUILDING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure for an existing building with a lesser number of welding processes.SOLUTION: A building reinforcement structure, which has a reinforcement member 5 installed in a frame made of a pair of columns 2 and a pair of beams of an existing building, comprises a reinforcing column 10 in contact with a vertical surface of the column 2 inside the frame and connected by a fastening member BN to an end part of the reinforcing member 5, an outer contacting member 20 in contact with the vertical surface of the column 2 on the opposite side of the vertical surface inside the frame, and a connecting member 30 that connects the reinforcing column 10 and the outer contacting member 20 using the fastening member BN. The vertical force conveyed to the reinforcing column 10 from the reinforcing member 5 is conveyed to the beam from the reinforcing column 10, while the horizontal compression force conveyed to the reinforcing column 10 from the reinforcing member 5 and is exerted on the reinforcing column 10 is conveyed to the vertical surface of the column 2 inside the frame, and the horizontal tensile force conveyed to the reinforcing column 10 from the reinforcing member 5 and is exerted on the reinforcing column 10 is conveyed to the vertical surface of the column 2 on the opposite side, from the reinforcing column 10 sequentially via the connecting member 30 and the outer contacting member 20.
【課題】溶接作業を低減した既存建物補強構造を提供する。【解決手段】既存建物の一対の柱2と一対の梁とで囲われた架構内に補強部材5が設けられた建物補強構造であって、柱2の架構内側の鉛直面に当接して設けられ、補強部材5の端部が締結部材BNを用いて連結された補強柱10と、柱2の架構内側の鉛直面の反対側の鉛直面に当接して設けられた外側当接部材20と、補強柱10と外側当接部材20とを締結部材BNを用いて連結する連結部材30と、を備え、補強部材5から補強柱10に伝達された鉛直方向の力は、補強柱10から梁に伝達され、補強部材5から補強柱10に伝達された補強柱10を水平方向に圧縮する力は、補強柱10から柱2の架構内側の鉛直面に伝達され、補強部材5から補強柱10に伝達された補強柱10を水平方向に引っ張る力は、補強柱10から連結部材30と外側当接部材20とを順に介して柱2の反対側の鉛直面に伝達される。【選択図】図2
BUILDING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure for an existing building with a lesser number of welding processes.SOLUTION: A building reinforcement structure, which has a reinforcement member 5 installed in a frame made of a pair of columns 2 and a pair of beams of an existing building, comprises a reinforcing column 10 in contact with a vertical surface of the column 2 inside the frame and connected by a fastening member BN to an end part of the reinforcing member 5, an outer contacting member 20 in contact with the vertical surface of the column 2 on the opposite side of the vertical surface inside the frame, and a connecting member 30 that connects the reinforcing column 10 and the outer contacting member 20 using the fastening member BN. The vertical force conveyed to the reinforcing column 10 from the reinforcing member 5 is conveyed to the beam from the reinforcing column 10, while the horizontal compression force conveyed to the reinforcing column 10 from the reinforcing member 5 and is exerted on the reinforcing column 10 is conveyed to the vertical surface of the column 2 inside the frame, and the horizontal tensile force conveyed to the reinforcing column 10 from the reinforcing member 5 and is exerted on the reinforcing column 10 is conveyed to the vertical surface of the column 2 on the opposite side, from the reinforcing column 10 sequentially via the connecting member 30 and the outer contacting member 20.
【課題】溶接作業を低減した既存建物補強構造を提供する。【解決手段】既存建物の一対の柱2と一対の梁とで囲われた架構内に補強部材5が設けられた建物補強構造であって、柱2の架構内側の鉛直面に当接して設けられ、補強部材5の端部が締結部材BNを用いて連結された補強柱10と、柱2の架構内側の鉛直面の反対側の鉛直面に当接して設けられた外側当接部材20と、補強柱10と外側当接部材20とを締結部材BNを用いて連結する連結部材30と、を備え、補強部材5から補強柱10に伝達された鉛直方向の力は、補強柱10から梁に伝達され、補強部材5から補強柱10に伝達された補強柱10を水平方向に圧縮する力は、補強柱10から柱2の架構内側の鉛直面に伝達され、補強部材5から補強柱10に伝達された補強柱10を水平方向に引っ張る力は、補強柱10から連結部材30と外側当接部材20とを順に介して柱2の反対側の鉛直面に伝達される。【選択図】図2
BUILDING REINFORCEMENT STRUCTURE
建物補強構造
KISHI HIROYUKI (Autor:in) / SANO TAKESHI (Autor:in) / NISHIKAGE TAKETOMO (Autor:in)
02.11.2015
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
BUILDING REINFORCEMENT STRUCTURE, BUILDING REINFORCEMENT METHOD AND COLUMN REINFORCEMENT MEMBER
Europäisches Patentamt | 2019
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