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LOAD-BEARING WALL STRUCTURE
To improve toughness of a load-bearing wall and to maintain sufficient earthquake resistance even with a wooden building in a relatively large scale.SOLUTION: A load-bearing wall 1 comprises first frame materials 2 which adjoin each other at intervals, and a plurality of coupling materials 3 which each have both end parts joined to the adjacent first frame materials 2 to couple the adjacent first frame materials 2 to each other. The plurality of coupling materials 3 are arranged at intervals, side by side, in a length direction of the adjacent first frame materials 2, and moment resistance joining which resists an external force when the adjacent first frame materials 2 receive the external force is applied to joining parts of the plurality of coupling materials 3 for the adjacent first frame materials 2.SELECTED DRAWING: Figure 1
【課題】耐力壁における靭性を向上させ、比較的規模の大きな木造建物でも十分な耐震性を維持できるようにする。【解決手段】耐力壁1が、互いに間隔を空けて隣り合う第一フレーム材2と、両端部が隣り合う第一フレーム材2に接合され、隣り合う第一フレーム材2同士を連結する複数の連結材3と、を備えており、複数の連結材3は、隣り合う第一フレーム材2の長さ方向に並んで、かつ互いに間隔を空けて配置されており、隣り合う第一フレーム材2に対する複数の連結材3の接合部には、隣り合う第一フレーム材2が外力を受けた場合に、当該外力に抵抗するモーメント抵抗接合が適用されている。【選択図】図1
LOAD-BEARING WALL STRUCTURE
To improve toughness of a load-bearing wall and to maintain sufficient earthquake resistance even with a wooden building in a relatively large scale.SOLUTION: A load-bearing wall 1 comprises first frame materials 2 which adjoin each other at intervals, and a plurality of coupling materials 3 which each have both end parts joined to the adjacent first frame materials 2 to couple the adjacent first frame materials 2 to each other. The plurality of coupling materials 3 are arranged at intervals, side by side, in a length direction of the adjacent first frame materials 2, and moment resistance joining which resists an external force when the adjacent first frame materials 2 receive the external force is applied to joining parts of the plurality of coupling materials 3 for the adjacent first frame materials 2.SELECTED DRAWING: Figure 1
【課題】耐力壁における靭性を向上させ、比較的規模の大きな木造建物でも十分な耐震性を維持できるようにする。【解決手段】耐力壁1が、互いに間隔を空けて隣り合う第一フレーム材2と、両端部が隣り合う第一フレーム材2に接合され、隣り合う第一フレーム材2同士を連結する複数の連結材3と、を備えており、複数の連結材3は、隣り合う第一フレーム材2の長さ方向に並んで、かつ互いに間隔を空けて配置されており、隣り合う第一フレーム材2に対する複数の連結材3の接合部には、隣り合う第一フレーム材2が外力を受けた場合に、当該外力に抵抗するモーメント抵抗接合が適用されている。【選択図】図1
LOAD-BEARING WALL STRUCTURE
耐力壁構造
KAJIKAWA HISAMITSU (author) / MITSUHASHI AYUMI (author) / OKI YOICHIRO (author) / OGAWA HARUHIKO (author) / OKADA YUKA (author)
2021-10-11
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
WOODEN BUILDING LOAD-BEARING WALL STRUCTURE AND LOAD-BEARING WALL CONSTRUCTION METHOD
European Patent Office | 2019
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