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A platform for research: civil engineering, architecture and urbanism
BEARING WALL MANUFACTURING METHOD AND BEARING WALL
To provide a manufacturing method for a bearing wall that has high structural bearing capacity although it is a lattice structure with delicate design.SOLUTION: A manufacturing method for a bearing wall 100 includes a first step of joining support members (longitudinal support members 21 and horizontal support members 22) to longitudinal ends of horizontal lattice members 36 and/or vertical lattice members 35, a second step of forming a lattice 30 having a plurality of triangular openings by combining diagonal members in two crossing directions (front right rising diagonal members 31, front left rising diagonal members 32, rear right rising diagonal members 33, and rear left rising diagonal members 34) with the horizontal lattice members 36 and/or vertical lattice members 35, and a third step of joining frame members 10 to the outer peripheral portions of the support members. In the second step, of the diagonal members in two directions, two diagonal members in the first direction that are divided in the depth direction of the bearing wall 100 are axially symmetrically intermittent joined with the diagonal members in the second direction interposed therebetween.SELECTED DRAWING: Figure 1A
【課題】繊細な意匠性を有する格子構造でありながら高い構造耐力性能を有するようにする。【解決手段】耐力壁１００の製造方法において、横格子材３６及び／又は縦格子材３５の長手方向端部に受け材（縦受け材２１、横受け材２２）を接合する、第１工程と、交差する二方向の斜材（正面右上がり斜材３１、正面左上がり斜材３２、背面右上がり斜材３３、及び背面左上がり斜材３４）と横格子材３６及び／又は縦格子材３５を組み合わせることにより三角形を成す開口部が複数形成された格子３０を形成する第２工程と、受け材の外周部に枠材１０を接合する第３工程と、を有し、第２工程において、二方向の斜材のうち、当該耐力壁１００の奥行方向に分割された２つの第１方向の斜材で、第２方向の斜材を挟んで軸対称の相欠き接合する。【選択図】図１Ａ
BEARING WALL MANUFACTURING METHOD AND BEARING WALL
To provide a manufacturing method for a bearing wall that has high structural bearing capacity although it is a lattice structure with delicate design.SOLUTION: A manufacturing method for a bearing wall 100 includes a first step of joining support members (longitudinal support members 21 and horizontal support members 22) to longitudinal ends of horizontal lattice members 36 and/or vertical lattice members 35, a second step of forming a lattice 30 having a plurality of triangular openings by combining diagonal members in two crossing directions (front right rising diagonal members 31, front left rising diagonal members 32, rear right rising diagonal members 33, and rear left rising diagonal members 34) with the horizontal lattice members 36 and/or vertical lattice members 35, and a third step of joining frame members 10 to the outer peripheral portions of the support members. In the second step, of the diagonal members in two directions, two diagonal members in the first direction that are divided in the depth direction of the bearing wall 100 are axially symmetrically intermittent joined with the diagonal members in the second direction interposed therebetween.SELECTED DRAWING: Figure 1A
【課題】繊細な意匠性を有する格子構造でありながら高い構造耐力性能を有するようにする。【解決手段】耐力壁１００の製造方法において、横格子材３６及び／又は縦格子材３５の長手方向端部に受け材（縦受け材２１、横受け材２２）を接合する、第１工程と、交差する二方向の斜材（正面右上がり斜材３１、正面左上がり斜材３２、背面右上がり斜材３３、及び背面左上がり斜材３４）と横格子材３６及び／又は縦格子材３５を組み合わせることにより三角形を成す開口部が複数形成された格子３０を形成する第２工程と、受け材の外周部に枠材１０を接合する第３工程と、を有し、第２工程において、二方向の斜材のうち、当該耐力壁１００の奥行方向に分割された２つの第１方向の斜材で、第２方向の斜材を挟んで軸対称の相欠き接合する。【選択図】図１Ａ
BEARING WALL MANUFACTURING METHOD AND BEARING WALL
耐力壁の製造方法及び耐力壁
INAYAMA MASAHIRO (author) / IWAMOTO DAISUKE (author)
2023-02-02
Patent
Electronic Resource
Japanese
| European Patent Office | 2021