A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ASEISMATIC STRUCTURE USING PLYWOOD WEB BEARING SEISMIC CONTROL WALL, AND METHOD FOR FORMING THE SAME
PROBLEM TO BE SOLVED: To provide an aseismatic structure of a wall surface of a woody building, which can legally secure the degree of freedom of design planning by wall thickness equal to that of a conventional bearing wall and which combines bearing performance with seismic control performance, and a method for forming the same.SOLUTION: A full web member 130 fixed to a stringer 210 forms a bearing seismic control structure, which combines seismic control performance with bearing performance for attenuating a horizontal force P generated by an earthquake, by a seismic control device 110 fixed to the stringer 210 and connected to the full web member 130, against the horizontal force P generated by the earthquake.SELECTED DRAWING: Figure 2
【課題】木質系建家の壁面の耐震構造において、従来の耐力壁と同等の壁の厚さで、合法的に設計プランニングの自由度を確保でき、耐力性能と制震性能を兼ね備えた耐震構造、およびその形成方法を提供する。【解決手段】縦材２１０に固定された充腹材１３０が、地震による水平力Ｐに対し、縦材２１０に固定され充腹材１３０と連結した制震デバイス１１０により、地震による水平力Ｐを減衰させる耐力性能と制震性能を兼ね備えた耐力制震構造を形成する。【選択図】図２
ASEISMATIC STRUCTURE USING PLYWOOD WEB BEARING SEISMIC CONTROL WALL, AND METHOD FOR FORMING THE SAME
PROBLEM TO BE SOLVED: To provide an aseismatic structure of a wall surface of a woody building, which can legally secure the degree of freedom of design planning by wall thickness equal to that of a conventional bearing wall and which combines bearing performance with seismic control performance, and a method for forming the same.SOLUTION: A full web member 130 fixed to a stringer 210 forms a bearing seismic control structure, which combines seismic control performance with bearing performance for attenuating a horizontal force P generated by an earthquake, by a seismic control device 110 fixed to the stringer 210 and connected to the full web member 130, against the horizontal force P generated by the earthquake.SELECTED DRAWING: Figure 2
【課題】木質系建家の壁面の耐震構造において、従来の耐力壁と同等の壁の厚さで、合法的に設計プランニングの自由度を確保でき、耐力性能と制震性能を兼ね備えた耐震構造、およびその形成方法を提供する。【解決手段】縦材２１０に固定された充腹材１３０が、地震による水平力Ｐに対し、縦材２１０に固定され充腹材１３０と連結した制震デバイス１１０により、地震による水平力Ｐを減衰させる耐力性能と制震性能を兼ね備えた耐力制震構造を形成する。【選択図】図２
ASEISMATIC STRUCTURE USING PLYWOOD WEB BEARING SEISMIC CONTROL WALL, AND METHOD FOR FORMING THE SAME
合板ウエブ耐力制震壁による耐震構造およびその形成方法
MIYAZAWA KENJI (author) / SATO SHUICHI (author) / OKAWA TSUTOMU (author)
2017-08-24
Patent
Electronic Resource
Japanese
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