Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
VIBRATION CONTROLLING STRUCTURE FOR WOODEN BUILDING
PROBLEM TO BE SOLVED: To provide a vibration controlling structure for a wooden building that offers excellent vibration controlling performance, by minimizing bending force exerted on a column and a horizontal member of a wooden framework, and blocks shear force from being exerted on a connection between the column and the horizontal member.SOLUTION: The vibration controlling structure for a wooden building is applied to a wooden framework comprising four frame members, namely two adjacent columns 2, and upper and lower horizontal members 3, 4 connected to the columns 2. Four compressive braces 5 are connected to the adjacent columns 2 and at an intermediate position in a longer-side direction of the horizontal members 3, 4, the compressive brace bearing compressive force. The four compressive braces 5 are arranged in a diamond form. An end of a pair of compressive braces 5 connected to the column 2 is connected to a connection member 6 fitted on the column 2, instead of directly connecting to the column 2. An end of the pair of compressive braces 5 connected to the horizontal members 3, 4 is connected to the horizontal members 3, 4 with a shear damper 7 in between, for absorbing shear force exerted on the horizontal members 3, 4 from the compressive braces 5.SELECTED DRAWING: Figure 1
【課題】 木造軸組み体における柱や横架材にかかる曲げの力を極力小さくすることができ、かつ柱と横架材の接合部にせん断力が入らず、制震性能に優れた木造建物の制震構造を提供する。【解決手段】 この木造建物の制震構造は、隣合う２本の柱２およびこれら柱２に繋がる上下の横架材３，４である４本の軸材からなる木造軸組み体に適用される。圧縮力を負担可能な４本の圧縮ブレース５を、隣合う柱２および横架材３，４の長手方向の中間位置間にそれぞれ連結する。４本の圧縮ブレース５は菱形状の配置となる。柱２に連結される一対の圧縮ブレース５の端部は、柱２には直接連結せず、柱２に接合された連結部材６に連結する。横架材３，４に連結される一対の圧縮ブレース５の端部は、これら圧縮ブレース５から横架材３，４に作用するせん断力を吸収するせん断ダンパー７を介して横架材３，４に連結する。【選択図】 図１
VIBRATION CONTROLLING STRUCTURE FOR WOODEN BUILDING
PROBLEM TO BE SOLVED: To provide a vibration controlling structure for a wooden building that offers excellent vibration controlling performance, by minimizing bending force exerted on a column and a horizontal member of a wooden framework, and blocks shear force from being exerted on a connection between the column and the horizontal member.SOLUTION: The vibration controlling structure for a wooden building is applied to a wooden framework comprising four frame members, namely two adjacent columns 2, and upper and lower horizontal members 3, 4 connected to the columns 2. Four compressive braces 5 are connected to the adjacent columns 2 and at an intermediate position in a longer-side direction of the horizontal members 3, 4, the compressive brace bearing compressive force. The four compressive braces 5 are arranged in a diamond form. An end of a pair of compressive braces 5 connected to the column 2 is connected to a connection member 6 fitted on the column 2, instead of directly connecting to the column 2. An end of the pair of compressive braces 5 connected to the horizontal members 3, 4 is connected to the horizontal members 3, 4 with a shear damper 7 in between, for absorbing shear force exerted on the horizontal members 3, 4 from the compressive braces 5.SELECTED DRAWING: Figure 1
【課題】 木造軸組み体における柱や横架材にかかる曲げの力を極力小さくすることができ、かつ柱と横架材の接合部にせん断力が入らず、制震性能に優れた木造建物の制震構造を提供する。【解決手段】 この木造建物の制震構造は、隣合う２本の柱２およびこれら柱２に繋がる上下の横架材３，４である４本の軸材からなる木造軸組み体に適用される。圧縮力を負担可能な４本の圧縮ブレース５を、隣合う柱２および横架材３，４の長手方向の中間位置間にそれぞれ連結する。４本の圧縮ブレース５は菱形状の配置となる。柱２に連結される一対の圧縮ブレース５の端部は、柱２には直接連結せず、柱２に接合された連結部材６に連結する。横架材３，４に連結される一対の圧縮ブレース５の端部は、これら圧縮ブレース５から横架材３，４に作用するせん断力を吸収するせん断ダンパー７を介して横架材３，４に連結する。【選択図】 図１
VIBRATION CONTROLLING STRUCTURE FOR WOODEN BUILDING
木造建物の制震構造
SAITO SUMIHITO (Autor:in)
09.05.2016
Patent
Elektronische Ressource
Japanisch
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