Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Box type eccentric support energy dissipation beam section and eccentric support component
The invention discloses a box type eccentric support energy dissipation beam section which comprises a first transition section, an energy dissipation beam section and a second transition section which are detachably connected in the first direction, and the energy dissipation beam section comprises a first upper flange plate, a first lower flange plate, a first web and a second web. Open holes are formed in the ends, in the first direction, of the first upper flange plate and the first lower flange plate, the open holes are formed in the vertical direction and penetrate through the first upper flange plate or the first lower flange plate, and the first web and the second web are arranged in the second direction at intervals. The first web and the second web are connected with the bottom face of the first upper flange plate and the top face of the first lower flange plate, and the energy dissipation beam section meets the condition that MS is equal to mu. VS or VS is equal to mu. MS. According to the box type eccentric supporting energy dissipation beam section, the energy dissipation capacity of the energy dissipation beam section can be brought into full play, the bending resistance and the torsion resistance are improved, and disassembly and replacement are convenient.
本发明公开了一种箱型偏心支撑耗能梁段，所述箱型偏心支撑耗能梁段包括沿第一方向可拆卸连接地第一过渡段、耗能梁段以及第二过渡段，耗能梁段包括第一上翼缘板、第一下翼缘板、第一腹板以及第二腹板，第一上翼缘板和第一下翼缘板在第一方向上的端部均开设有开孔，开孔沿上下方向开设，且开孔贯穿第一上翼缘板或第一下翼缘板，第一腹板和第二腹板沿第二方向间隔布置，第一腹板和第二腹板均连接第一上翼缘板的底面和第一下翼缘板的顶面，耗能梁段满足：MS≡μ·VS，或者VS≡μ·MS。本发明的箱型偏心支撑耗能梁段可使耗能梁段的耗能能力充分发挥，提高抗弯能力和抗扭转能力，方便拆卸更换。
Box type eccentric support energy dissipation beam section and eccentric support component
The invention discloses a box type eccentric support energy dissipation beam section which comprises a first transition section, an energy dissipation beam section and a second transition section which are detachably connected in the first direction, and the energy dissipation beam section comprises a first upper flange plate, a first lower flange plate, a first web and a second web. Open holes are formed in the ends, in the first direction, of the first upper flange plate and the first lower flange plate, the open holes are formed in the vertical direction and penetrate through the first upper flange plate or the first lower flange plate, and the first web and the second web are arranged in the second direction at intervals. The first web and the second web are connected with the bottom face of the first upper flange plate and the top face of the first lower flange plate, and the energy dissipation beam section meets the condition that MS is equal to mu. VS or VS is equal to mu. MS. According to the box type eccentric supporting energy dissipation beam section, the energy dissipation capacity of the energy dissipation beam section can be brought into full play, the bending resistance and the torsion resistance are improved, and disassembly and replacement are convenient.
本发明公开了一种箱型偏心支撑耗能梁段，所述箱型偏心支撑耗能梁段包括沿第一方向可拆卸连接地第一过渡段、耗能梁段以及第二过渡段，耗能梁段包括第一上翼缘板、第一下翼缘板、第一腹板以及第二腹板，第一上翼缘板和第一下翼缘板在第一方向上的端部均开设有开孔，开孔沿上下方向开设，且开孔贯穿第一上翼缘板或第一下翼缘板，第一腹板和第二腹板沿第二方向间隔布置，第一腹板和第二腹板均连接第一上翼缘板的底面和第一下翼缘板的顶面，耗能梁段满足：MS≡μ·VS，或者VS≡μ·MS。本发明的箱型偏心支撑耗能梁段可使耗能梁段的耗能能力充分发挥，提高抗弯能力和抗扭转能力，方便拆卸更换。
Box type eccentric support energy dissipation beam section and eccentric support component
箱型偏心支撑耗能梁段和偏心支撑构件
CHEN SHIXI (Autor:in) / HUANG YOUQIANG (Autor:in)
14.03.2023
Patent
Elektronische Ressource
Chinesisch
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