Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COLUMN AND WALL STRUCTURE OF WOODEN BUILDING
PROBLEM TO BE SOLVED: To reinforce a column of a wooden building for enhancing a degree of freedom of expansion and renovation of the building while eliminating a brace but ensuring high strength.SOLUTION: The present invention relates to a framework building structure having an assembled column 7 arranged in a framework and made by assembling a plurality of column materials 7a, 7b close to each other in a direction of a singular groundsill or in an intersecting direction of a groundsill 2, on the singular or the intersecting and assembled groundsill 2, an upper part of the column materials 7a, 7b being fixed with a beam or other horizontal member as a part of the framework. The adjacent column materials 7a, 7b are not fixed to each other and remain in a free state, and no brace is installed between the adjacent assembled columns 7. The assembled column 7 is constituted by selecting either of layout patterns of the columns constituting the assembled column 7, namely I-shaped, L-shaped, T-shaped and cruciform patterns in correspondence with the intersecting patterns of the groundsill 2 and the intersecting patterns of the horizontal frame members. A wall 17 of the building is a non-structural member not considered in strength calculation of the building.SELECTED DRAWING: Figure 2
【課題】木造建築物の柱を強化し、筋交いを排して高強度で増改築の自由度の高い建物を得る。【解決手段】この発明は、単一の又は交差させて組付けられた土台２に対し、単一の土台方向又は土台２の交差方向に沿って複数本の柱材７ａ，７ｂを近接集合させて集合柱７として軸組み配置し、該柱材７ａ，７ｂの上部を梁その他の横架材と軸組固定した軸組み建築構造に関し、上記隣接し合う柱材７ａ，７ｂ同士を非固定のフリー状態とし、上記隣り合う集合柱７間に筋交を設置しない構造としたものである。集合柱７を構成する柱の配置の組合わせパターンを、土台２の交差パターン及び横架材の交差パターンに対応して、Ｉ字型，Ｌ字型，Ｔ字型又は十字型のいずれかの配置パターンを選択して集合柱７を構成させ、建物の壁１７を建物の強度計算の対象とならない非構造体とした。【選択図】図２
COLUMN AND WALL STRUCTURE OF WOODEN BUILDING
PROBLEM TO BE SOLVED: To reinforce a column of a wooden building for enhancing a degree of freedom of expansion and renovation of the building while eliminating a brace but ensuring high strength.SOLUTION: The present invention relates to a framework building structure having an assembled column 7 arranged in a framework and made by assembling a plurality of column materials 7a, 7b close to each other in a direction of a singular groundsill or in an intersecting direction of a groundsill 2, on the singular or the intersecting and assembled groundsill 2, an upper part of the column materials 7a, 7b being fixed with a beam or other horizontal member as a part of the framework. The adjacent column materials 7a, 7b are not fixed to each other and remain in a free state, and no brace is installed between the adjacent assembled columns 7. The assembled column 7 is constituted by selecting either of layout patterns of the columns constituting the assembled column 7, namely I-shaped, L-shaped, T-shaped and cruciform patterns in correspondence with the intersecting patterns of the groundsill 2 and the intersecting patterns of the horizontal frame members. A wall 17 of the building is a non-structural member not considered in strength calculation of the building.SELECTED DRAWING: Figure 2
【課題】木造建築物の柱を強化し、筋交いを排して高強度で増改築の自由度の高い建物を得る。【解決手段】この発明は、単一の又は交差させて組付けられた土台２に対し、単一の土台方向又は土台２の交差方向に沿って複数本の柱材７ａ，７ｂを近接集合させて集合柱７として軸組み配置し、該柱材７ａ，７ｂの上部を梁その他の横架材と軸組固定した軸組み建築構造に関し、上記隣接し合う柱材７ａ，７ｂ同士を非固定のフリー状態とし、上記隣り合う集合柱７間に筋交を設置しない構造としたものである。集合柱７を構成する柱の配置の組合わせパターンを、土台２の交差パターン及び横架材の交差パターンに対応して、Ｉ字型，Ｌ字型，Ｔ字型又は十字型のいずれかの配置パターンを選択して集合柱７を構成させ、建物の壁１７を建物の強度計算の対象とならない非構造体とした。【選択図】図２
COLUMN AND WALL STRUCTURE OF WOODEN BUILDING
木造建築の柱及び壁構造
HIRAKI SHOJI (Autor:in)
01.03.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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