Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
WALL STRUCTURE AND METHOD OF CONSTRUCTING WALL STRUCTURE
To provide a wall structure with excellent workability and a method of constructing the wall structure.SOLUTION: A wall structure consists of a frame 2 having a column 21 and a beam, and a wooden earthquake-resistant wall 3 surrounded by the frame 2 and joined to the frame. In the wall structure, the wooden earthquake-resistant wall 3 and the frame 2 are joined using a joint hardware 41 that has a perforated steel plate 411 and is fixed to the frame 2. The wooden earthquake-resistant wall 3 is formed by arranging two wooden panels 31 so that the panel surfaces face each other. A space between the frame 2 and the wooden earthquake-resistant wall 3 is filled with solidified material 43, and the frame 2 and the wooden earthquake-resistant wall 3 are joined through the perforated steel plate 411 protruding from the frame 2 into a space between the two wooden panels 31. The perforated steel plate 411 is sandwiched between the two wooden panels 31 and a void is created between the two wooden panels 31 at a different location from the perforated steel plate 411. When viewed along an out-of-plane direction of the frame 2, the entire portion of the joint hardware 41 between the frame 2 and the wooden earthquake-resistant wall 3 is covered by the solidified material 43.SELECTED DRAWING: Figure 2
【課題】施工性に優れた壁構造および壁構造の施工方法を提供する。【解決手段】壁構造は、柱２１と梁を有するフレーム２と、フレーム２に囲まれた木質耐震壁３とを接合したものである。壁構造では、孔あき鋼板４１１を有し、フレーム２に固定された接合金物４１を用いて木質耐震壁３とフレーム２とが接合される。木質耐震壁３は、２枚の木質板材３１を板面同士が対向するように配置して形成される。フレーム２と木質耐震壁３の間には固化材４３が充填され、フレーム２から２枚の木質板材３１の間の空間に突出した孔あき鋼板４１１を介して、フレーム２と木質耐震壁３とが接合される。孔あき鋼板４１１は２枚の木質板材３１の間に挟み込まれ、孔あき鋼板４１１と異なる位置で、２枚の木質板材３１の間に空隙が設けられる。フレーム２の面外方向に沿って見た時に、接合金物４１のフレーム２と木質耐震壁３の間の部分の全体が、固化材４３によって覆われる。【選択図】図２
WALL STRUCTURE AND METHOD OF CONSTRUCTING WALL STRUCTURE
To provide a wall structure with excellent workability and a method of constructing the wall structure.SOLUTION: A wall structure consists of a frame 2 having a column 21 and a beam, and a wooden earthquake-resistant wall 3 surrounded by the frame 2 and joined to the frame. In the wall structure, the wooden earthquake-resistant wall 3 and the frame 2 are joined using a joint hardware 41 that has a perforated steel plate 411 and is fixed to the frame 2. The wooden earthquake-resistant wall 3 is formed by arranging two wooden panels 31 so that the panel surfaces face each other. A space between the frame 2 and the wooden earthquake-resistant wall 3 is filled with solidified material 43, and the frame 2 and the wooden earthquake-resistant wall 3 are joined through the perforated steel plate 411 protruding from the frame 2 into a space between the two wooden panels 31. The perforated steel plate 411 is sandwiched between the two wooden panels 31 and a void is created between the two wooden panels 31 at a different location from the perforated steel plate 411. When viewed along an out-of-plane direction of the frame 2, the entire portion of the joint hardware 41 between the frame 2 and the wooden earthquake-resistant wall 3 is covered by the solidified material 43.SELECTED DRAWING: Figure 2
【課題】施工性に優れた壁構造および壁構造の施工方法を提供する。【解決手段】壁構造は、柱２１と梁を有するフレーム２と、フレーム２に囲まれた木質耐震壁３とを接合したものである。壁構造では、孔あき鋼板４１１を有し、フレーム２に固定された接合金物４１を用いて木質耐震壁３とフレーム２とが接合される。木質耐震壁３は、２枚の木質板材３１を板面同士が対向するように配置して形成される。フレーム２と木質耐震壁３の間には固化材４３が充填され、フレーム２から２枚の木質板材３１の間の空間に突出した孔あき鋼板４１１を介して、フレーム２と木質耐震壁３とが接合される。孔あき鋼板４１１は２枚の木質板材３１の間に挟み込まれ、孔あき鋼板４１１と異なる位置で、２枚の木質板材３１の間に空隙が設けられる。フレーム２の面外方向に沿って見た時に、接合金物４１のフレーム２と木質耐震壁３の間の部分の全体が、固化材４３によって覆われる。【選択図】図２
WALL STRUCTURE AND METHOD OF CONSTRUCTING WALL STRUCTURE
壁構造および壁構造の施工方法
TAKATANI SHINJI (Autor:in) / TANAKA HIROKI (Autor:in) / HANEDA NAOHIRO (Autor:in) / SASAKI NAOYUKI (Autor:in) / HATTORI YASUNORI (Autor:in) / FUTAMURA ARINORI (Autor:in) / KUBOTA ATSUSHI (Autor:in) / HYUGA DAIKI (Autor:in) / KANEKO HIROAKI (Autor:in)
29.05.2024
Patent
Elektronische Ressource
Japanisch
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