An anti-pulling
system comprises an upper connecting plate, a lower connecting plate, an upper layer of sliding mechanism, a lower layer of sliding mechanism and intermediate
layers, the upper layer of sliding mechanism and the lower layer of sliding mechanism are respectively connected with the upper connecting plate and the lower connecting plate, the intermediate layer is connected between the upper layer of sliding mechanism and the lower layer of sliding mechanism, and the upper layer of sliding mechanism and the lower layer of sliding mechanism have the same structure, are mounted opposite from each other, and can slide in directions perpendicular to each other. The upper (lower) layer of sliding mechanism comprises n sets of upper (lower) guide rails and upper (lower) sliders, the upper (lower) guide rails are mounted in parallel, the upper (lower) sliders are slidably fitted on the upper (lower) guide rails, the top surfaces of the upper guide rails are connected with the upper connecting plate, the top surfaces of the lower guide rails are connected with the lower connecting plate, and the intermediate
layers are respectively connected with the bottoms of the upper sliders and the lower sliders. Under the load action of an earthquake or wind, the anti-pulling
system can
resist the high upward pulling force of a building structure, meanwhile, the anti-pulling
system can allow a
seismic isolation structure to slide,
resist upsetting moment and enhance the anti-leaning or anti-shaking capability of the building structure, and the anti-pulling system can be used along with intermediate
seismic isolation rubber bearings and dampers to form a foundation
seismic isolation system which can provide the capability of resisting and balancing the horizontal leaning moment of the structure.