A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE-RESISTANT WALL
To suppress the peripheral part of a horizontally long hole of a corrugated steel sheet from being broken with shear deformation of the corrugated steel sheet.SOLUTION: An earthquake-resistant wall 20 includes: a corrugated steel plate 30 attached to a frame 10; a wood face member 80Y opposed to the corrugated steel plate 30; a joint bolt 62 inserted into a round hole 60 formed in the center of the corrugated steel plate 30 in the vertical direction to join the corrugated steel plate 30 and the wood face member 80Y; a plurality of connecting bolts 52 which is inserted into horizontal long holes 50 formed at an upper part and a lower part of the corrugated steel plate 30 to connect the corrugated steel plate 30 and the wood surface material 80Y so as to be relatively movable in the horizontal width direction of the corrugated steel plate 30.SELECTED DRAWING: Figure 4
【課題】波形鋼板のせん断変形に伴って、波形鋼板の横長孔の周辺部が破損することを抑制することを目的とする。【解決手段】耐震壁２０は、架構１０に取り付けられる波形鋼板３０と、波形鋼板３０と対向する木質面材８０Ｙと、波形鋼板３０の上下方向の中央部に形成された丸孔６０に挿入され、波形鋼板３０と木質面材８０Ｙとを接合する接合ボルト６２と、波形鋼板３０の上部及び下部にそれぞれ形成された横長孔５０に挿入され、波形鋼板３０と木質面材８０Ｙとを波形鋼板３０の横幅方向に相対移動可能に連結する複数の連結ボルト５２と、を備える。【選択図】図４
EARTHQUAKE-RESISTANT WALL
To suppress the peripheral part of a horizontally long hole of a corrugated steel sheet from being broken with shear deformation of the corrugated steel sheet.SOLUTION: An earthquake-resistant wall 20 includes: a corrugated steel plate 30 attached to a frame 10; a wood face member 80Y opposed to the corrugated steel plate 30; a joint bolt 62 inserted into a round hole 60 formed in the center of the corrugated steel plate 30 in the vertical direction to join the corrugated steel plate 30 and the wood face member 80Y; a plurality of connecting bolts 52 which is inserted into horizontal long holes 50 formed at an upper part and a lower part of the corrugated steel plate 30 to connect the corrugated steel plate 30 and the wood surface material 80Y so as to be relatively movable in the horizontal width direction of the corrugated steel plate 30.SELECTED DRAWING: Figure 4
【課題】波形鋼板のせん断変形に伴って、波形鋼板の横長孔の周辺部が破損することを抑制することを目的とする。【解決手段】耐震壁２０は、架構１０に取り付けられる波形鋼板３０と、波形鋼板３０と対向する木質面材８０Ｙと、波形鋼板３０の上下方向の中央部に形成された丸孔６０に挿入され、波形鋼板３０と木質面材８０Ｙとを接合する接合ボルト６２と、波形鋼板３０の上部及び下部にそれぞれ形成された横長孔５０に挿入され、波形鋼板３０と木質面材８０Ｙとを波形鋼板３０の横幅方向に相対移動可能に連結する複数の連結ボルト５２と、を備える。【選択図】図４
EARTHQUAKE-RESISTANT WALL
耐震壁
KUROKAWA YUTA (author) / NAKAMURA RYOTA (author) / ONO YOSHINOBU (author) / INABA SUMI (author) / OKADA JUNICHI (author) / KANEKO YUKI (author) / HANAI ATSUCHIKA (author)
2023-12-25
Patent
Electronic Resource
Japanese