Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
VIBRATION CONTROL STRUCTURE OF WOODEN FRAME
To provide the vibration control structure of a wooden frame capable of absorbing vibration of an earthquake without using vibration control braces.SOLUTION: The vibration control structure of a wooden frame comprises wooden columns 12, wooden horizontal members (beams 14) bridged between the columns 12, steel reinforcement frames 30 arranged to structure planes H1 of the frame made of the columns 12 and the horizontal members and having vertical frames 32 along the columns 12 and horizontal frames 34 along the horizontal members, and low strength parts 36 arranged at joint parts of the vertical frames 32 and the horizontal frames 34 and having smaller yield strength than the vertical frames 32 and the horizontal frames 34.SELECTED DRAWING: Figure 1
【課題】制振ブレースを用いずに地震の振動を吸収できる、木製架構の制振構造を提供する。【解決手段】木製架構の制振構造は、木製の柱１２と、柱１２に架け渡された木製の横架材（梁１４）と、柱１２及び横架材で形成された架構の構面Ｈ１に配置され、柱１２に沿った縦枠３２と横架材に沿った横枠３４とを備えた鉄骨製の補強枠３０と、縦枠３２及び横枠３４の接合部に配置され縦枠３２及び横枠３４より降伏強度が小さい低強度部３６と、を備えている。【選択図】図１
VIBRATION CONTROL STRUCTURE OF WOODEN FRAME
To provide the vibration control structure of a wooden frame capable of absorbing vibration of an earthquake without using vibration control braces.SOLUTION: The vibration control structure of a wooden frame comprises wooden columns 12, wooden horizontal members (beams 14) bridged between the columns 12, steel reinforcement frames 30 arranged to structure planes H1 of the frame made of the columns 12 and the horizontal members and having vertical frames 32 along the columns 12 and horizontal frames 34 along the horizontal members, and low strength parts 36 arranged at joint parts of the vertical frames 32 and the horizontal frames 34 and having smaller yield strength than the vertical frames 32 and the horizontal frames 34.SELECTED DRAWING: Figure 1
【課題】制振ブレースを用いずに地震の振動を吸収できる、木製架構の制振構造を提供する。【解決手段】木製架構の制振構造は、木製の柱１２と、柱１２に架け渡された木製の横架材（梁１４）と、柱１２及び横架材で形成された架構の構面Ｈ１に配置され、柱１２に沿った縦枠３２と横架材に沿った横枠３４とを備えた鉄骨製の補強枠３０と、縦枠３２及び横枠３４の接合部に配置され縦枠３２及び横枠３４より降伏強度が小さい低強度部３６と、を備えている。【選択図】図１
VIBRATION CONTROL STRUCTURE OF WOODEN FRAME
木製架構の制振構造
MOCHIZUKI EIJI (Autor:in) / IWAMA KAZUHIRO (Autor:in)
04.07.2019
Patent
Elektronische Ressource
Japanisch
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