Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Building adopting friction energy dissipation shear wall structure
The invention provides a building adopting a friction energy dissipation shear wall structure. The building comprises a first steel plate, a second steel plate and a clamping plate. The first steel plate and the second steel plate are fixedly connected with the upper steel beam and the lower steel beam respectively; the lower steel beam is connected with the stand column which is connected with a foundation of a building through an energy dissipation structure. The energy consumption structure comprises an upper connecting pipe, an energy consumption cylinder and a lower connecting pipe; the reset structure comprises an anchoring top plate, an anchoring bottom plate and reset springs. After the connecting holes in the two ends of the arc-shaped batten are arranged at the two ends of the screw in a sleeving mode, nuts are used for screwing and fixing, and then the two ends of the arc-shaped batten are fixedly connected with the anchoring top plate and the anchoring bottom plate. Structural damage caused by excessive deformation of the column base can be prevented, only partial rigidity is provided for the joint during small earthquakes, vertical deformation of the structure is limited during medium earthquakes, influence of excessive deformation on structural rigidity, comfort and the like is prevented, deformation of the joint can be limited during large earthquakes, and energy consumption can be performed to protect a main body structure after large deformation.
本发明提供了一种采用摩擦耗能剪力墙结构的建筑物，其包括：第一钢板、第二钢板和夹板；第一钢板和所述第二钢板分别与上钢梁和下钢梁固定连接；下钢梁与立柱连接，立柱通过耗能结构与建筑物的基础连接；耗能结构包括：上连接管、耗能筒和下连接管；复位结构包括：锚固顶板、锚固底板以及复位弹簧；弧形板条两端的连接孔分别在套装在螺杆的两端后，利用螺母旋紧固定，进而弧形板条的两端与锚固顶板和锚固底板固定连接。本发明可防止柱脚变形过大致使结构破坏，小震时仅提供给该节点处部分刚度，中震时则限制结构上下变形，防止变形过大影响结构刚度、舒适度等，大震时不仅可以限制该节点处的变形，变形较大后可进行耗能保护主体结构。
Building adopting friction energy dissipation shear wall structure
The invention provides a building adopting a friction energy dissipation shear wall structure. The building comprises a first steel plate, a second steel plate and a clamping plate. The first steel plate and the second steel plate are fixedly connected with the upper steel beam and the lower steel beam respectively; the lower steel beam is connected with the stand column which is connected with a foundation of a building through an energy dissipation structure. The energy consumption structure comprises an upper connecting pipe, an energy consumption cylinder and a lower connecting pipe; the reset structure comprises an anchoring top plate, an anchoring bottom plate and reset springs. After the connecting holes in the two ends of the arc-shaped batten are arranged at the two ends of the screw in a sleeving mode, nuts are used for screwing and fixing, and then the two ends of the arc-shaped batten are fixedly connected with the anchoring top plate and the anchoring bottom plate. Structural damage caused by excessive deformation of the column base can be prevented, only partial rigidity is provided for the joint during small earthquakes, vertical deformation of the structure is limited during medium earthquakes, influence of excessive deformation on structural rigidity, comfort and the like is prevented, deformation of the joint can be limited during large earthquakes, and energy consumption can be performed to protect a main body structure after large deformation.
本发明提供了一种采用摩擦耗能剪力墙结构的建筑物，其包括：第一钢板、第二钢板和夹板；第一钢板和所述第二钢板分别与上钢梁和下钢梁固定连接；下钢梁与立柱连接，立柱通过耗能结构与建筑物的基础连接；耗能结构包括：上连接管、耗能筒和下连接管；复位结构包括：锚固顶板、锚固底板以及复位弹簧；弧形板条两端的连接孔分别在套装在螺杆的两端后，利用螺母旋紧固定，进而弧形板条的两端与锚固顶板和锚固底板固定连接。本发明可防止柱脚变形过大致使结构破坏，小震时仅提供给该节点处部分刚度，中震时则限制结构上下变形，防止变形过大影响结构刚度、舒适度等，大震时不仅可以限制该节点处的变形，变形较大后可进行耗能保护主体结构。
Building adopting friction energy dissipation shear wall structure
一种采用摩擦耗能剪力墙结构的建筑物
ZHANG YANXIA (Autor:in) / WU BINGLONG (Autor:in) / LI YANGLONG (Autor:in) / ZHANG LIAO (Autor:in)
01.03.2024
Patent
Elektronische Ressource
Chinesisch
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