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WOODEN EARTHQUAKE-RESISTANT WALL STRUCTURE, WOODEN EARTHQUAKE-RESISTANT WALL UNIT, AND METHOD OF CONSTRUCTING WOODEN EARTHQUAKE-RESISTANT WALL UNIT
To provide wooden earthquake-resistant wall structures, etc. with higher rigidity and bearing capacity by using wooden wall members in a wooden frame.SOLUTION: A wooden earthquake-resistant wall structure comprises a wooden wall member that constitutes a wooden earthquake-resistant wall and a wooden ramen member component that constitutes a wooden ramen member together with the wooden wall member. The wooden wall member is arranged such that an end of the wooden wall member enters into the wooden ramen member along an in-plane direction of the wooden wall member to be joined to the wooden ramen member component. Length of the end of the wooden wall member entering into the wooden ramen member is longer than length from the outer circumference of the wooden ramen member where the end of the wooden wall member enters into the wooden ramen member to the center of gravity of the wooden ramen member in the wooden ramen member.SELECTED DRAWING: Figure 2
【課題】木造の架構に木質壁部材を用いて、より高い剛性及び耐力を備えた木質耐震壁構造等を提供することにある。【解決手段】木質耐震壁を構成する木質壁部材と、前記木質壁部材とともに木質ラーメン部材を構成する木質ラーメン部材構成材と、を有し、前記木質壁部材は、当該木質壁部材の端部が当該木質壁部材の面内方向に沿って前記木質ラーメン部材内に入り込む状態に配置されて前記木質ラーメン部材構成材と接合されており、前記木質壁部材の前記端部が前記木質ラーメン部材内に入り込んでいる長さは、前記木質ラーメン部材において前記木質壁部材の前記端部が入り込んでいる外周面から当該木質ラーメン部材の重心までの長さ以上である。【選択図】図2
WOODEN EARTHQUAKE-RESISTANT WALL STRUCTURE, WOODEN EARTHQUAKE-RESISTANT WALL UNIT, AND METHOD OF CONSTRUCTING WOODEN EARTHQUAKE-RESISTANT WALL UNIT
To provide wooden earthquake-resistant wall structures, etc. with higher rigidity and bearing capacity by using wooden wall members in a wooden frame.SOLUTION: A wooden earthquake-resistant wall structure comprises a wooden wall member that constitutes a wooden earthquake-resistant wall and a wooden ramen member component that constitutes a wooden ramen member together with the wooden wall member. The wooden wall member is arranged such that an end of the wooden wall member enters into the wooden ramen member along an in-plane direction of the wooden wall member to be joined to the wooden ramen member component. Length of the end of the wooden wall member entering into the wooden ramen member is longer than length from the outer circumference of the wooden ramen member where the end of the wooden wall member enters into the wooden ramen member to the center of gravity of the wooden ramen member in the wooden ramen member.SELECTED DRAWING: Figure 2
【課題】木造の架構に木質壁部材を用いて、より高い剛性及び耐力を備えた木質耐震壁構造等を提供することにある。【解決手段】木質耐震壁を構成する木質壁部材と、前記木質壁部材とともに木質ラーメン部材を構成する木質ラーメン部材構成材と、を有し、前記木質壁部材は、当該木質壁部材の端部が当該木質壁部材の面内方向に沿って前記木質ラーメン部材内に入り込む状態に配置されて前記木質ラーメン部材構成材と接合されており、前記木質壁部材の前記端部が前記木質ラーメン部材内に入り込んでいる長さは、前記木質ラーメン部材において前記木質壁部材の前記端部が入り込んでいる外周面から当該木質ラーメン部材の重心までの長さ以上である。【選択図】図2
WOODEN EARTHQUAKE-RESISTANT WALL STRUCTURE, WOODEN EARTHQUAKE-RESISTANT WALL UNIT, AND METHOD OF CONSTRUCTING WOODEN EARTHQUAKE-RESISTANT WALL UNIT
木質耐震壁構造、木質耐震壁ユニット、及び、木質耐震壁ユニットの施工方法
TSUJI YASUHIKO (author) / SADAHIRO MASAHARU (author) / SUGINO FUMIYA (author)
2022-07-29
Patent
Electronic Resource
Japanese
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