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PROTRUDING WALL STRUCTURE
To provide a technology capable of suppressing damage to a fixed portion and a protruding wall member during an earthquake and increasing the size of the protruding wall member in a protruding wall structure in which the protruding wall member is supported in a protruding state against a pair of upper and lower cantilever beams supported by a support column in a cantilevered state.SOLUTION: A first fixing portion 10 for fixing a protruding wall member 8 to a first cantilever beam 5X located on one side of a pair of upper and lower cantilever beams 5 prevents displacement of the protruding wall member 8 in the in-plane direction and the out-of-plane direction. A second fixing portion 20 for fixing the protruding wall member 8 to a second cantilever beam 5Y located on the other side of the pair of upper and lower cantilever beams 5 prevents displacement of the protruding wall member 8 in the out-of-plane direction while allowing displacement thereof in the in-plane direction.SELECTED DRAWING: Figure 3
【課題】片持ち状態で支持柱に支持された上下一対の片持ち梁に対して跳ね出し壁部材を跳ね出し状態で支持させてなる跳ね出し壁構造において、地震時における固定部及び跳ね出し壁部材の損傷を抑制し、跳ね出し壁部材の大型化を実現可能な技術を提供する。【解決手段】上下一対の片持ち梁5のうちの一方側に位置する第1片持ち梁5Xに対して跳ね出し壁部材8を固定する第1固定部10が、跳ね出し壁部材8の面内方向及び面外方向での変位を阻止する構成を有し、上下一対の片持ち梁5のうちの他方側に位置する第2片持ち梁5Yに対して跳ね出し壁部材8を固定する第2固定部20が、跳ね出し壁部材8の面内方向での変位を許容しながら面外方向での変位を阻止する構成を有する。【選択図】図3
PROTRUDING WALL STRUCTURE
To provide a technology capable of suppressing damage to a fixed portion and a protruding wall member during an earthquake and increasing the size of the protruding wall member in a protruding wall structure in which the protruding wall member is supported in a protruding state against a pair of upper and lower cantilever beams supported by a support column in a cantilevered state.SOLUTION: A first fixing portion 10 for fixing a protruding wall member 8 to a first cantilever beam 5X located on one side of a pair of upper and lower cantilever beams 5 prevents displacement of the protruding wall member 8 in the in-plane direction and the out-of-plane direction. A second fixing portion 20 for fixing the protruding wall member 8 to a second cantilever beam 5Y located on the other side of the pair of upper and lower cantilever beams 5 prevents displacement of the protruding wall member 8 in the out-of-plane direction while allowing displacement thereof in the in-plane direction.SELECTED DRAWING: Figure 3
【課題】片持ち状態で支持柱に支持された上下一対の片持ち梁に対して跳ね出し壁部材を跳ね出し状態で支持させてなる跳ね出し壁構造において、地震時における固定部及び跳ね出し壁部材の損傷を抑制し、跳ね出し壁部材の大型化を実現可能な技術を提供する。【解決手段】上下一対の片持ち梁5のうちの一方側に位置する第1片持ち梁5Xに対して跳ね出し壁部材8を固定する第1固定部10が、跳ね出し壁部材8の面内方向及び面外方向での変位を阻止する構成を有し、上下一対の片持ち梁5のうちの他方側に位置する第2片持ち梁5Yに対して跳ね出し壁部材8を固定する第2固定部20が、跳ね出し壁部材8の面内方向での変位を許容しながら面外方向での変位を阻止する構成を有する。【選択図】図3
PROTRUDING WALL STRUCTURE
跳ね出し壁構造
NAKAJO TAKAHIRO (author) / IKEUCHI KUNIE (author) / SABURI KAZUHIRO (author)
2021-12-13
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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