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RIGID PLATE EARTHQUAKE-RESISTING WALL AND FRAME MECHANISM WITH RIGID PLATE EARTHQUAKE-RESISTING WALL
PROBLEM TO BE SOLVED: To improve the reinforcement effect of a rigid plate earthquake-resisting wall, without impairing workability.SOLUTION: A rigid plate earthquake-resisting wall comprises a wall body 20 having a constant pattern by a combination of polygonal rigid plates, and stiffening ribs 30 connected to surfaces of at least a part of the rigid plates 22. The wall body 20 is formed by arranging the polygonal rigid plates 22 so as to form an opening part 40 enclosed by the rigid plates 22 of the number corresponding to the corner number of its polygon, by mutually linking a corner part of the mutual rigid plates 22. A combination AC of the mutual linking corner parts is connected by fixing the corner part to the other corner part via at least one fixing point F formed in the respective corner parts. The stiffening ribs 30 of the rigid plates 22 are respectively closely adjacent to or cross with the whole of a virtual line segment connecting the mutual fixing points of the adjacent corner part so as to prevent buckling deformation of the rigid plates 22.
【課題】施工性を損なうことなく剛性板耐震壁の補強効果を向上させる。【解決手段】多角形状の剛性板の組み合わせによる一定のパターンを有する壁体20と、少なくとも一部の剛性板22の表面に連結された補剛リブ30と具備する。壁体20は、剛性板22同士の角部を互いに連接させて、その多角形の角数に相当する数の剛性板22で囲まれる開口部40を形成するように多角形状の剛性板22を配置してなる。連接する角部同士の組み合わせACは、各角部に形成した少なくとも一つの固定点Fを介して当該角部を他の角部に対して固定することで連結されている。剛性板22の補剛リブ30は、剛性板22の座屈変形を防止するように、隣りの角部の固定点同士を結ぶ仮想線分の全部にそれぞれ近接し或いは交接する。【選択図】図7
RIGID PLATE EARTHQUAKE-RESISTING WALL AND FRAME MECHANISM WITH RIGID PLATE EARTHQUAKE-RESISTING WALL
PROBLEM TO BE SOLVED: To improve the reinforcement effect of a rigid plate earthquake-resisting wall, without impairing workability.SOLUTION: A rigid plate earthquake-resisting wall comprises a wall body 20 having a constant pattern by a combination of polygonal rigid plates, and stiffening ribs 30 connected to surfaces of at least a part of the rigid plates 22. The wall body 20 is formed by arranging the polygonal rigid plates 22 so as to form an opening part 40 enclosed by the rigid plates 22 of the number corresponding to the corner number of its polygon, by mutually linking a corner part of the mutual rigid plates 22. A combination AC of the mutual linking corner parts is connected by fixing the corner part to the other corner part via at least one fixing point F formed in the respective corner parts. The stiffening ribs 30 of the rigid plates 22 are respectively closely adjacent to or cross with the whole of a virtual line segment connecting the mutual fixing points of the adjacent corner part so as to prevent buckling deformation of the rigid plates 22.
【課題】施工性を損なうことなく剛性板耐震壁の補強効果を向上させる。【解決手段】多角形状の剛性板の組み合わせによる一定のパターンを有する壁体20と、少なくとも一部の剛性板22の表面に連結された補剛リブ30と具備する。壁体20は、剛性板22同士の角部を互いに連接させて、その多角形の角数に相当する数の剛性板22で囲まれる開口部40を形成するように多角形状の剛性板22を配置してなる。連接する角部同士の組み合わせACは、各角部に形成した少なくとも一つの固定点Fを介して当該角部を他の角部に対して固定することで連結されている。剛性板22の補剛リブ30は、剛性板22の座屈変形を防止するように、隣りの角部の固定点同士を結ぶ仮想線分の全部にそれぞれ近接し或いは交接する。【選択図】図7
RIGID PLATE EARTHQUAKE-RESISTING WALL AND FRAME MECHANISM WITH RIGID PLATE EARTHQUAKE-RESISTING WALL
剛性板耐震壁及び剛性板耐震壁付きのフレーム機構
YAMAZAKI KENJI (author) / USAMI TORU (author) / ONO YOSHINOBU (author) / MATSUDA FUMI (author) / UEDA HIROYUKI (author)
2015-11-24
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
BLOCK, EARTHQUAKE RESISTING WALL, AND EARTHQUAKE RESISTING WALL CONSTRUCTION METHOD
European Patent Office | 2016
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