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CONSTRUCTION METHOD OF EARTHQUAKE RESISTANCE STRENGTHENING WALL
PROBLEM TO BE SOLVED: To provide a construction method of an earthquake resistance strengthening wall capable of repairing a wall of an existing building for earthquake resistance, by installing a brace in a rectangular frame formed by using a square bar of a width of 105 mm, while leaving a ceiling material as it is.SOLUTION: A construction method comprises an upper brace installing process of installing an upper brace 12 in an inside area of a rectangular frame 20 by driving in a fixing machine screw by inserting an upper end part 12a of the upper brace 12 for installing upper joining hardware 14 into a ceiling bosom part 26, a lower brace installing process of installing a lower brace 13 in an inside area of the rectangular frame 20 by driving in the fixing machine screw by positioning a lower end part 13a of the lower brace 13 for installing lower joining hardware 16 and an intermediate part joining process of joining a lower end part 12b of the upper brace 12 and an upper end part 13b of the lower brace 13 to an inside part of an intermediate part of one column material 21a via intermediate part joining hardware 15 by driving in the fixing machine screw by arranging the intermediate part joining hardware 15 in the intermediate part of the one column material 21a.SELECTED DRAWING: Figure 1
【課題】天井材を残置したまま、105mm幅の角材を用いて形成された矩形枠に筋かいを取り付けることを可能にして、既存の建物の壁を耐震改修できる耐震補強壁の施工方法を提供する。【解決手段】上部接合金物14が取り付けられた上部筋かい12の上端部12aを天井懐部26に差し込んで固定ビスを打込むことによって、上部筋かい12を矩形枠20の内側領域に設置する上部筋かい設置工程と、下部接合金物16が取り付けられた下部筋かい13の下端部13aを位置決めして固定ビスを打込むことによって、下部筋かい13を矩形枠20の内側領域に設置する下部筋かい設置工程と、中間部接合金物15を一方の柱材21aの中間部に配置して固定ビスを打込むことによって、中間部接合金物15を介して、上部筋かい12の下端部12b及び下部筋かい13の上端部13bを、一方の柱材21aの中間部の内側部分に接合する中間部接合工程とを含んで構成される。【選択図】図1
CONSTRUCTION METHOD OF EARTHQUAKE RESISTANCE STRENGTHENING WALL
PROBLEM TO BE SOLVED: To provide a construction method of an earthquake resistance strengthening wall capable of repairing a wall of an existing building for earthquake resistance, by installing a brace in a rectangular frame formed by using a square bar of a width of 105 mm, while leaving a ceiling material as it is.SOLUTION: A construction method comprises an upper brace installing process of installing an upper brace 12 in an inside area of a rectangular frame 20 by driving in a fixing machine screw by inserting an upper end part 12a of the upper brace 12 for installing upper joining hardware 14 into a ceiling bosom part 26, a lower brace installing process of installing a lower brace 13 in an inside area of the rectangular frame 20 by driving in the fixing machine screw by positioning a lower end part 13a of the lower brace 13 for installing lower joining hardware 16 and an intermediate part joining process of joining a lower end part 12b of the upper brace 12 and an upper end part 13b of the lower brace 13 to an inside part of an intermediate part of one column material 21a via intermediate part joining hardware 15 by driving in the fixing machine screw by arranging the intermediate part joining hardware 15 in the intermediate part of the one column material 21a.SELECTED DRAWING: Figure 1
【課題】天井材を残置したまま、105mm幅の角材を用いて形成された矩形枠に筋かいを取り付けることを可能にして、既存の建物の壁を耐震改修できる耐震補強壁の施工方法を提供する。【解決手段】上部接合金物14が取り付けられた上部筋かい12の上端部12aを天井懐部26に差し込んで固定ビスを打込むことによって、上部筋かい12を矩形枠20の内側領域に設置する上部筋かい設置工程と、下部接合金物16が取り付けられた下部筋かい13の下端部13aを位置決めして固定ビスを打込むことによって、下部筋かい13を矩形枠20の内側領域に設置する下部筋かい設置工程と、中間部接合金物15を一方の柱材21aの中間部に配置して固定ビスを打込むことによって、中間部接合金物15を介して、上部筋かい12の下端部12b及び下部筋かい13の上端部13bを、一方の柱材21aの中間部の内側部分に接合する中間部接合工程とを含んで構成される。【選択図】図1
CONSTRUCTION METHOD OF EARTHQUAKE RESISTANCE STRENGTHENING WALL
耐震補強壁の施工方法
ADACHI RYOJI (Autor:in) / NUMAZAKI AKIO (Autor:in)
08.06.2017
Patent
Elektronische Ressource
Japanisch
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