Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BEARING WALL FRAME
PROBLEM TO BE SOLVED: To provide a bearing wall frame capable of forming an opening part, capable of imparting earthquake resistant performance excellent in a building, without causing the problem of a rigidity loss by sliding in the lateral-vertical direction of a strength unit in bolt joining by a middle bolt or the like.SOLUTION: A bearing wall frame is formed by joining both ends of a strength unit 3 to adjacent columns 2 and 2, and the strength unit 3 comprises upper-lower cross rails 4 and 5 and a shear force burden member 6 interposed between the cross rails 4 and 5, and the shear force burden member 6 is composed of a plurality of muntins 11, and among joining parts 12A-12D for joining both ends of the cross rails 4 and 5 of the strength unit 3 and the columns 2, at least one place is joined by a bolt 9 of turning in a vertical direction, and at least the other one place is joined by a bolt 10 of turning in a lengthwise direction of the cross rails 4 and 5.
【課題】開口部の形成が可能でかつ建物に優れた耐震性能を与えることができ、中ボルト等によるボルト接合で、耐力ユニットの左右上下方向へのすべりによる剛性ロスの問題を生じることのない耐力壁フレームを提供する。【解決手段】耐力壁フレームは、隣合う柱２，２に耐力ユニット３の両端を接合してなり、耐力ユニット３は、上下の横桟４，５と、横桟４，５間に介在したせん断力負担部材６とを有し、せん断力負担部材６は、複数本の縦桟１１からなり、耐力ユニット３の横桟４，５の両端と柱２とを接合する接合部１２Ａ〜１２Ｄのうち、少なくとも１箇所は上下方向を向くボルト９で、少なくとも他の１箇所は横桟４，５の長手方向を向くボルト１０で接合する。【選択図】図２
BEARING WALL FRAME
PROBLEM TO BE SOLVED: To provide a bearing wall frame capable of forming an opening part, capable of imparting earthquake resistant performance excellent in a building, without causing the problem of a rigidity loss by sliding in the lateral-vertical direction of a strength unit in bolt joining by a middle bolt or the like.SOLUTION: A bearing wall frame is formed by joining both ends of a strength unit 3 to adjacent columns 2 and 2, and the strength unit 3 comprises upper-lower cross rails 4 and 5 and a shear force burden member 6 interposed between the cross rails 4 and 5, and the shear force burden member 6 is composed of a plurality of muntins 11, and among joining parts 12A-12D for joining both ends of the cross rails 4 and 5 of the strength unit 3 and the columns 2, at least one place is joined by a bolt 9 of turning in a vertical direction, and at least the other one place is joined by a bolt 10 of turning in a lengthwise direction of the cross rails 4 and 5.
【課題】開口部の形成が可能でかつ建物に優れた耐震性能を与えることができ、中ボルト等によるボルト接合で、耐力ユニットの左右上下方向へのすべりによる剛性ロスの問題を生じることのない耐力壁フレームを提供する。【解決手段】耐力壁フレームは、隣合う柱２，２に耐力ユニット３の両端を接合してなり、耐力ユニット３は、上下の横桟４，５と、横桟４，５間に介在したせん断力負担部材６とを有し、せん断力負担部材６は、複数本の縦桟１１からなり、耐力ユニット３の横桟４，５の両端と柱２とを接合する接合部１２Ａ〜１２Ｄのうち、少なくとも１箇所は上下方向を向くボルト９で、少なくとも他の１箇所は横桟４，５の長手方向を向くボルト１０で接合する。【選択図】図２
BEARING WALL FRAME
耐力壁フレーム
NISHIMURA TAKESHI (Autor:in) / NAGATA ATSUSHI (Autor:in) / SAKAGUCHI TOMOHIRO (Autor:in)
28.01.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
BEARING WALL FRAME AND BUILDING THAT USES THE BEARING WALL FRAME
| Europäisches Patentamt | 2016