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BEARING WALL FRAME STRUCTURE IN LADDER SHAPE
To provide a bearing wall frame structure in a ladder shape capable of constructing bearing wall frame structures with various widths including a narrow width and constructing a bearing wall with an excellent energy absorption property upon an earthquake.SOLUTION: A bearing wall frame structure 10 is provided with two parallel metallic members 1 to each other and a plurality of lateral members 4 arranged at an interval in the longitudinal direction of the vertical members 1 between the two vertical members 1 and connected on each of the vertical members 1. The lateral member 4 comprises joint parts 3 being composed of two metallic web plates and a metallic dumper 2 arranged between the two joint parts 3 and connected on each of the joint parts 3, where a wider width surface of the web plate is parallely arranged on a structure plane formed with the two vertical members 1 and height of the web plate becomes higher in an end-spreading manner toward a joint end of the vertical members 1 from a joint end of a dumper 2.SELECTED DRAWING: Figure 1
【課題】細幅を含めて多様な幅の耐力壁架構を形成できるとともに、地震時のエネルギー吸収性に優れた耐力壁を形成することのできる梯子型耐力壁架構を提供すること。【解決手段】相互に平行な二本の金属製の縦材1と、二本の縦材1間において縦材1の長手方向に間隔を置いて配設され、それぞれの縦材1に接続されている複数の横材4と、を有する梯子型耐力壁架構10であって、横材4は、二つの金属製のウエブプレートからなる繋ぎ部3と、二つの繋ぎ部3の間に配設されてそれぞれの繋ぎ部3に接続されている金属製のダンパー2と、を有し、ウエブプレートの広幅面が二本の縦材1で形成される構面に平行に配設されており、ダンパー2との接続端から縦材1との接続端に向かってウエブプレートの高さが末広がり状に高くなっている。【選択図】図1
BEARING WALL FRAME STRUCTURE IN LADDER SHAPE
To provide a bearing wall frame structure in a ladder shape capable of constructing bearing wall frame structures with various widths including a narrow width and constructing a bearing wall with an excellent energy absorption property upon an earthquake.SOLUTION: A bearing wall frame structure 10 is provided with two parallel metallic members 1 to each other and a plurality of lateral members 4 arranged at an interval in the longitudinal direction of the vertical members 1 between the two vertical members 1 and connected on each of the vertical members 1. The lateral member 4 comprises joint parts 3 being composed of two metallic web plates and a metallic dumper 2 arranged between the two joint parts 3 and connected on each of the joint parts 3, where a wider width surface of the web plate is parallely arranged on a structure plane formed with the two vertical members 1 and height of the web plate becomes higher in an end-spreading manner toward a joint end of the vertical members 1 from a joint end of a dumper 2.SELECTED DRAWING: Figure 1
【課題】細幅を含めて多様な幅の耐力壁架構を形成できるとともに、地震時のエネルギー吸収性に優れた耐力壁を形成することのできる梯子型耐力壁架構を提供すること。【解決手段】相互に平行な二本の金属製の縦材1と、二本の縦材1間において縦材1の長手方向に間隔を置いて配設され、それぞれの縦材1に接続されている複数の横材4と、を有する梯子型耐力壁架構10であって、横材4は、二つの金属製のウエブプレートからなる繋ぎ部3と、二つの繋ぎ部3の間に配設されてそれぞれの繋ぎ部3に接続されている金属製のダンパー2と、を有し、ウエブプレートの広幅面が二本の縦材1で形成される構面に平行に配設されており、ダンパー2との接続端から縦材1との接続端に向かってウエブプレートの高さが末広がり状に高くなっている。【選択図】図1
BEARING WALL FRAME STRUCTURE IN LADDER SHAPE
梯子型耐力壁架構
MAEDA TAMAKI (Autor:in) / OKAZAKI HIRONORI (Autor:in)
19.09.2019
Patent
Elektronische Ressource
Japanisch
IPC:
E04H
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