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BUILDING CONNECTION STRUCTURE AND BUILDING CONNECTION METHOD
To suppress exceeding allowable deformation and allowable deformation speed of a vibration control damper.SOLUTION: A building connection structure comprises: a first building (building 10); a steel frame member 40 in the first building; a second building (building 20) facing the steel frame member 40; and vibration control dampers 30 and 32, which are positioned diagonally to a direction in which the first and second buildings face each other from above, connected to the second building at one end and to the steel frame member 40 at the other end.SELECTED DRAWING: Figure 1
【課題】制振ダンパーの許容変形量及び許容変形速度を超え難くする。【解決手段】建物連結構造は、第一建物(建物10)と、第一建物に設けられた鉄骨部材40と、鉄骨部材40と対面して配置された第二建物(建物20)と、上方からみて第一建物及び第二建物が対向する方向に対して斜めに配置され、一端が第二建物に連結され、他端が鉄骨部材40に連結された制振ダンパー30、32と、を備える。【選択図】図1
BUILDING CONNECTION STRUCTURE AND BUILDING CONNECTION METHOD
To suppress exceeding allowable deformation and allowable deformation speed of a vibration control damper.SOLUTION: A building connection structure comprises: a first building (building 10); a steel frame member 40 in the first building; a second building (building 20) facing the steel frame member 40; and vibration control dampers 30 and 32, which are positioned diagonally to a direction in which the first and second buildings face each other from above, connected to the second building at one end and to the steel frame member 40 at the other end.SELECTED DRAWING: Figure 1
【課題】制振ダンパーの許容変形量及び許容変形速度を超え難くする。【解決手段】建物連結構造は、第一建物(建物10)と、第一建物に設けられた鉄骨部材40と、鉄骨部材40と対面して配置された第二建物(建物20)と、上方からみて第一建物及び第二建物が対向する方向に対して斜めに配置され、一端が第二建物に連結され、他端が鉄骨部材40に連結された制振ダンパー30、32と、を備える。【選択図】図1
BUILDING CONNECTION STRUCTURE AND BUILDING CONNECTION METHOD
建物連結構造及び建物連結方法
MORIYA AKIRA (author) / KAWAMURA SATOSHI (author) / SUZUKI YASUSUKE (author) / IINO NATSUKI (author) / OGAWA TAKESHI (author)
2024-02-16
Patent
Electronic Resource
Japanese
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