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Pendulum type sliding damping floor and damping method
The invention discloses a swing type sliding damping floor and a damping method, and relates to the field of building structures. The two ends of the steel beam are connected with a building main body structure respectively, the sliding floor can reciprocate in the length direction of the steel beam, the top of the steel beam is sunken to form an arc-shaped sliding groove, and a sliding groove penetrating through the bottom of the sliding groove is further formed in the top of the steel beam. The bottom of the sliding floor protrudes to form a protruding part in sliding fit with the sliding groove, an arc-shaped steel plate in sliding fit with the sliding groove is connected to the bottom of the sliding floor in an embedded mode, and at least one sliding block arranged in the sliding groove in a sliding mode is connected to the bottom of the arc-shaped steel plate. According to the swing type sliding damping floor slab and the damping method, the horizontal vibration response of a building main body structure can be effectively reduced, and the swing type sliding damping floor slab and the damping method are suitable for multi-storey and high-rise building structures with floor slabs and anti-seismic and anti-wind requirements.
一种摆式滑动减震楼板及减震方法,涉及建筑结构领域。该摆式滑动减震楼板包括两端分别与建筑主体结构连接的钢梁及可沿钢梁长度方向往复移动的滑动楼板,钢梁的顶部凹陷形成弧形的滑动槽,钢梁的顶部还设有贯穿滑动槽底部的滑移槽,滑动楼板的底部凸起形成与滑动槽滑动配合的凸起部,滑动楼板的底部预埋连接有与滑动槽滑动配合的弧形钢板,弧形钢板的底部连接有至少一个滑动设于滑移槽内的滑块。本申请提供的摆式滑动减震楼板及减震方法能够有效减小建筑主体结构的水平振动响应,适用于有抗震、抗风需要的多高层有楼板建筑结构。
Pendulum type sliding damping floor and damping method
The invention discloses a swing type sliding damping floor and a damping method, and relates to the field of building structures. The two ends of the steel beam are connected with a building main body structure respectively, the sliding floor can reciprocate in the length direction of the steel beam, the top of the steel beam is sunken to form an arc-shaped sliding groove, and a sliding groove penetrating through the bottom of the sliding groove is further formed in the top of the steel beam. The bottom of the sliding floor protrudes to form a protruding part in sliding fit with the sliding groove, an arc-shaped steel plate in sliding fit with the sliding groove is connected to the bottom of the sliding floor in an embedded mode, and at least one sliding block arranged in the sliding groove in a sliding mode is connected to the bottom of the arc-shaped steel plate. According to the swing type sliding damping floor slab and the damping method, the horizontal vibration response of a building main body structure can be effectively reduced, and the swing type sliding damping floor slab and the damping method are suitable for multi-storey and high-rise building structures with floor slabs and anti-seismic and anti-wind requirements.
一种摆式滑动减震楼板及减震方法,涉及建筑结构领域。该摆式滑动减震楼板包括两端分别与建筑主体结构连接的钢梁及可沿钢梁长度方向往复移动的滑动楼板,钢梁的顶部凹陷形成弧形的滑动槽,钢梁的顶部还设有贯穿滑动槽底部的滑移槽,滑动楼板的底部凸起形成与滑动槽滑动配合的凸起部,滑动楼板的底部预埋连接有与滑动槽滑动配合的弧形钢板,弧形钢板的底部连接有至少一个滑动设于滑移槽内的滑块。本申请提供的摆式滑动减震楼板及减震方法能够有效减小建筑主体结构的水平振动响应,适用于有抗震、抗风需要的多高层有楼板建筑结构。
Pendulum type sliding damping floor and damping method
一种摆式滑动减震楼板及减震方法
CHEN YANZHOU (Autor:in) / XIONG SEN (Autor:in) / SHAO XINGYU (Autor:in) / CAI HONGCHAO (Autor:in) / WANG YA (Autor:in)
23.12.2022
Patent
Elektronische Ressource
Chinesisch
Friction pendulum support capable of realizing longitudinal sliding and transverse damping
Europäisches Patentamt | 2021
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