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REPLACING METHOD OF WALL PANEL AND LOAD BEARING ELEMENT, AND BUILDING
To provide an outer wall panel capable of suppressing twisting of a frame by earthquake energy.SOLUTION: An outer wall panel 1 is configured by arranging T-type frames 2 at left and right end parts, which is formed by abutting a second plate part 22 to a substantially center position of a first plate 21 to form a substantially T-shape in a cross section, to face both tip sides of the second plate part 22 to each other, wherein a diagonal member 3 is attached to the opposed second plate part 22 in a cross shape. The diagonal member 3 is secured to an interior surface of the second plate part 22 with a bolt 3a and a nut 3b, a vertical frame 41 is attached to an exterior surface of the second plate part 22, and the outer wall surface member 11 is secured with a fastening member 12 on the vertical frame 41.SELECTED DRAWING: Figure 1
【課題】地震時のエネルギーでフレームが捩じられるのを抑制できる外壁パネルを提供する。【解決手段】この外壁パネル1は、横断面が略T字状となるように第1板部21の略中央位置に第2板部22を突き合わせた形状のT字縦フレーム2を、上記第2板部22の先端側が互いに対向するように左右に配置してなり、上記の対向する第2板部22に斜材3がクロス状に架け渡される。上記斜材3は、上記第2板部22の屋内側の面にボルト3aとナット3bによって固定される。上記第2板部22の屋外側の面に縦フレーム41が取り付けられており、この縦フレーム41に外壁面材11が留め部材12によって固定される。【選択図】図1
REPLACING METHOD OF WALL PANEL AND LOAD BEARING ELEMENT, AND BUILDING
To provide an outer wall panel capable of suppressing twisting of a frame by earthquake energy.SOLUTION: An outer wall panel 1 is configured by arranging T-type frames 2 at left and right end parts, which is formed by abutting a second plate part 22 to a substantially center position of a first plate 21 to form a substantially T-shape in a cross section, to face both tip sides of the second plate part 22 to each other, wherein a diagonal member 3 is attached to the opposed second plate part 22 in a cross shape. The diagonal member 3 is secured to an interior surface of the second plate part 22 with a bolt 3a and a nut 3b, a vertical frame 41 is attached to an exterior surface of the second plate part 22, and the outer wall surface member 11 is secured with a fastening member 12 on the vertical frame 41.SELECTED DRAWING: Figure 1
【課題】地震時のエネルギーでフレームが捩じられるのを抑制できる外壁パネルを提供する。【解決手段】この外壁パネル1は、横断面が略T字状となるように第1板部21の略中央位置に第2板部22を突き合わせた形状のT字縦フレーム2を、上記第2板部22の先端側が互いに対向するように左右に配置してなり、上記の対向する第2板部22に斜材3がクロス状に架け渡される。上記斜材3は、上記第2板部22の屋内側の面にボルト3aとナット3bによって固定される。上記第2板部22の屋外側の面に縦フレーム41が取り付けられており、この縦フレーム41に外壁面材11が留め部材12によって固定される。【選択図】図1
REPLACING METHOD OF WALL PANEL AND LOAD BEARING ELEMENT, AND BUILDING
壁パネル、耐力要素の交換方法および建物
KOBAYASHI MASAHIRO (author)
2019-01-17
Patent
Electronic Resource
Japanese
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