Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Detachable energy dissipation beam and eccentric supporting component
The detachable energy dissipation beam comprises a first transition section, an energy dissipation beam section and a second transition section which are detachably connected in sequence in the first direction, and the energy dissipation beam section comprises a first upper flange plate, a first lower flange plate and a first web plate; the first upper flange plate and the first lower flange plate are oppositely arranged in the vertical direction, the first upper flange plate and the first lower flange plate extend in the first direction, the first web plate is connected with the bottom face of the first upper flange plate and the top face of the first lower flange plate, and the first web plate extends in the first direction; the energy dissipation beam section meets the condition that Ms is equivalent to mu. VS or VS is equivalent to mu. Ms, and Ms is the full-plastic flexural capacity of the energy dissipation beam section; vS is the full-plastic shear bearing capacity of the energy dissipation beam section; mu is a constant coefficient, is larger than or equal to 1.1 and smaller than or equal to 1.25, and can be any value in the range. According to the detachable energy dissipation beam, the energy dissipation capacity of the energy dissipation beam sections can be fully exerted, and workers can conveniently detach and replace the energy dissipation beam sections.
本发明公开了一种可拆卸型耗能梁，所述可拆卸型耗能梁包括沿第一方向依次可拆卸地连接的第一过渡段、耗能梁段以及第二过渡段，耗能梁段包括第一上翼缘板、第一下翼缘板以及第一腹板，第一上翼缘板和第一下翼缘板在上下方向上相对设置，且第一上翼缘板和第一下翼缘板均沿第一方向延伸，第一腹板连接第一上翼缘板的底面和第一下翼缘板的顶面，且第一腹板沿第一方向延伸；耗能梁段满足：Ms≡μ·VS，或者VS≡μ·Ms，其中，Ms为耗能梁段的全塑性受弯承载力；VS为耗能梁段的全塑性受剪承载力；μ为常数系数，取值范围为1.1≤μ≤1.25，可在范围内任意取值。本发明的可拆卸型耗能梁可使耗能梁段的耗能能力充分发挥，且方便工作人员对耗能梁段拆卸更换。
Detachable energy dissipation beam and eccentric supporting component
The detachable energy dissipation beam comprises a first transition section, an energy dissipation beam section and a second transition section which are detachably connected in sequence in the first direction, and the energy dissipation beam section comprises a first upper flange plate, a first lower flange plate and a first web plate; the first upper flange plate and the first lower flange plate are oppositely arranged in the vertical direction, the first upper flange plate and the first lower flange plate extend in the first direction, the first web plate is connected with the bottom face of the first upper flange plate and the top face of the first lower flange plate, and the first web plate extends in the first direction; the energy dissipation beam section meets the condition that Ms is equivalent to mu. VS or VS is equivalent to mu. Ms, and Ms is the full-plastic flexural capacity of the energy dissipation beam section; vS is the full-plastic shear bearing capacity of the energy dissipation beam section; mu is a constant coefficient, is larger than or equal to 1.1 and smaller than or equal to 1.25, and can be any value in the range. According to the detachable energy dissipation beam, the energy dissipation capacity of the energy dissipation beam sections can be fully exerted, and workers can conveniently detach and replace the energy dissipation beam sections.
本发明公开了一种可拆卸型耗能梁，所述可拆卸型耗能梁包括沿第一方向依次可拆卸地连接的第一过渡段、耗能梁段以及第二过渡段，耗能梁段包括第一上翼缘板、第一下翼缘板以及第一腹板，第一上翼缘板和第一下翼缘板在上下方向上相对设置，且第一上翼缘板和第一下翼缘板均沿第一方向延伸，第一腹板连接第一上翼缘板的底面和第一下翼缘板的顶面，且第一腹板沿第一方向延伸；耗能梁段满足：Ms≡μ·VS，或者VS≡μ·Ms，其中，Ms为耗能梁段的全塑性受弯承载力；VS为耗能梁段的全塑性受剪承载力；μ为常数系数，取值范围为1.1≤μ≤1.25，可在范围内任意取值。本发明的可拆卸型耗能梁可使耗能梁段的耗能能力充分发挥，且方便工作人员对耗能梁段拆卸更换。
Detachable energy dissipation beam and eccentric supporting component
可拆卸型耗能梁和偏心支撑构件
CHEN SHIXI (Autor:in) / HUANG YOUQIANG (Autor:in) / WANG XIAOHAI (Autor:in) / YANG TAO (Autor:in) / FAN ZUNLONG (Autor:in) / FENG YING (Autor:in) / WANG KANG (Autor:in) / YU CHUANPENG (Autor:in) / TANG XIANG (Autor:in) / XING SHUO (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
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