Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
EARTHQUAKE-RESISTING WALL AND METHOD FOR CONSTRUCTING EARTHQUAKE-RESISTING WALL
To provide an earthquake-resisting wall etc. capable of easily securing high-yield strength and toughness performance.SOLUTION: An earthquake-resisting wall 6 includes a steel plate 1 arranged over the entire length in the height direction of the earthquake-resisting wall 6, and a pair of wood plates 2 arranged so as to sandwich the steel plate 1 from the front and the rear. The upper end and the lower end of the steel plate 1 are bolted to joint plates 31 protruding from upper and lower beams 3, and the pair of wood plates 2 are joined so as to be pressed against the steel plate 1. Further, a notch 23 is formed on the surface of the wood plate 2 on the steel plate 1 side, and the joint part between the steel plate 1 and the joint plate 31 is accommodated in the notch 23.SELECTED DRAWING: Figure 1
【課題】高い耐力と靭性能を容易に確保できる耐震壁等を提供する。【解決手段】耐震壁６は、耐震壁６の高さ方向の全長に亘って配置された鋼板１と、鋼板１を前後から挟むように配置された一対の木質板２と、を具備する。鋼板１の上端と下端は、上下の梁３から突出した接合板３１にボルト接合され、一対の木質板２は、鋼板１側に押し付けられるように接合される。また木質板２の鋼板１側の面に欠き込み２３が形成され、鋼板１と接合板３１との接合部が欠き込み２３内に収容される。【選択図】図１
EARTHQUAKE-RESISTING WALL AND METHOD FOR CONSTRUCTING EARTHQUAKE-RESISTING WALL
To provide an earthquake-resisting wall etc. capable of easily securing high-yield strength and toughness performance.SOLUTION: An earthquake-resisting wall 6 includes a steel plate 1 arranged over the entire length in the height direction of the earthquake-resisting wall 6, and a pair of wood plates 2 arranged so as to sandwich the steel plate 1 from the front and the rear. The upper end and the lower end of the steel plate 1 are bolted to joint plates 31 protruding from upper and lower beams 3, and the pair of wood plates 2 are joined so as to be pressed against the steel plate 1. Further, a notch 23 is formed on the surface of the wood plate 2 on the steel plate 1 side, and the joint part between the steel plate 1 and the joint plate 31 is accommodated in the notch 23.SELECTED DRAWING: Figure 1
【課題】高い耐力と靭性能を容易に確保できる耐震壁等を提供する。【解決手段】耐震壁６は、耐震壁６の高さ方向の全長に亘って配置された鋼板１と、鋼板１を前後から挟むように配置された一対の木質板２と、を具備する。鋼板１の上端と下端は、上下の梁３から突出した接合板３１にボルト接合され、一対の木質板２は、鋼板１側に押し付けられるように接合される。また木質板２の鋼板１側の面に欠き込み２３が形成され、鋼板１と接合板３１との接合部が欠き込み２３内に収容される。【選択図】図１
EARTHQUAKE-RESISTING WALL AND METHOD FOR CONSTRUCTING EARTHQUAKE-RESISTING WALL
耐震壁および耐震壁の構築方法
KUBOTA ATSUSHI (Autor:in) / TAKATANI SHINJI (Autor:in) / KUROKAWA YASUTSUGU (Autor:in) / HANEDA NAOHIRO (Autor:in) / HISADA MASANORI (Autor:in) / HYUGA DAIKI (Autor:in)
01.05.2023
Patent
Elektronische Ressource
Japanisch
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