A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONNECTION STRUCTURE BETWEEN SEISMIC WALL AND PILLAR
To provide a connection structure between a seismic wall and a column which has an opening that is used for passage of people between the column and the earthquake-resistant wall that is arranged in multiple layers across multiple layers in addition to preventing the column type and beam type from protruding into the living room.SOLUTION: A flat beam 20 having a beam width larger than the wall thickness of a shear wall 10 is provided to connect the shear wall 10 and a pillar 5 at a distance between the horizontal end of the shear wall 10 and the column 5 that can be used for human passage. The flat beam 20 includes a fixing portion 21 with the seismic wall 10, which bites a predetermined distance (Lx) toward the center side of the seismic wall 10 than the horizontal end of the seismic wall 10.SELECTED DRAWING: Figure 2
【課題】居室内に柱型や梁型が突出することを避けるとともに、柱と、複数層にわたって連層的に配置される耐震壁との間に、人の通行の用に供せられる開口部を有する、耐震壁と柱との接続構造を提供する。【解決手段】耐震壁１０の水平方向端部と柱５との間に、人の通行の用に供することが可能な間隔を置いて、耐震壁１０と柱５とを接続する、耐震壁１０の壁厚よりも大きい梁幅をもつ扁平梁２０を備える。扁平梁２０は、耐震壁１０の水平方向端部よりも耐震壁１０の中央側に向けて所定距離（Ｌｘ）、食い込む、耐震壁１０との定着部２１を備える。【選択図】図２
CONNECTION STRUCTURE BETWEEN SEISMIC WALL AND PILLAR
To provide a connection structure between a seismic wall and a column which has an opening that is used for passage of people between the column and the earthquake-resistant wall that is arranged in multiple layers across multiple layers in addition to preventing the column type and beam type from protruding into the living room.SOLUTION: A flat beam 20 having a beam width larger than the wall thickness of a shear wall 10 is provided to connect the shear wall 10 and a pillar 5 at a distance between the horizontal end of the shear wall 10 and the column 5 that can be used for human passage. The flat beam 20 includes a fixing portion 21 with the seismic wall 10, which bites a predetermined distance (Lx) toward the center side of the seismic wall 10 than the horizontal end of the seismic wall 10.SELECTED DRAWING: Figure 2
【課題】居室内に柱型や梁型が突出することを避けるとともに、柱と、複数層にわたって連層的に配置される耐震壁との間に、人の通行の用に供せられる開口部を有する、耐震壁と柱との接続構造を提供する。【解決手段】耐震壁１０の水平方向端部と柱５との間に、人の通行の用に供することが可能な間隔を置いて、耐震壁１０と柱５とを接続する、耐震壁１０の壁厚よりも大きい梁幅をもつ扁平梁２０を備える。扁平梁２０は、耐震壁１０の水平方向端部よりも耐震壁１０の中央側に向けて所定距離（Ｌｘ）、食い込む、耐震壁１０との定着部２１を備える。【選択図】図２
CONNECTION STRUCTURE BETWEEN SEISMIC WALL AND PILLAR
耐震壁と柱との接続構造
KOBAYASHI WATARU (author) / SATO TAKESHI (author) / KOSAKA HIDEYUKI (author)
2019-04-25
Patent
Electronic Resource
Japanese
CONNECTION STRUCTURE BETWEEN SUPPORT PILLAR AND BEAM MATERIAL, IN STRUCTURE
| European Patent Office | 2015