TOD upper cover plate isolation conversion structure
A technology for transforming structure and seismic isolation, applied in the field of TOD, can solve the problems such as the inability to reduce the seismic effect of the superstructure, the influence of the superstructure, and the inability to reduce the influence, and achieve the effect of improving the aspect ratio limit, increasing the structure height, and increasing the usable area.
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Embodiment 1
[0057] like figure 2 As shown, a TOD upper cover shock-isolation transfer structure includes an upper transfer layer 300, a lower transfer layer 400, and several shock-isolation buffer supports 500, and several shock-isolation buffer supports 500 are arranged on the upper transfer layer 300 and the lower transfer layer Between 400.
[0058] The upper conversion layer 300 is arranged at the lower part of the superstructure 100, and the upper surface of the upper conversion layer 300 is connected with several first support structures 101 of the superstructure 100. The first support structures 101 can be support columns or shear walls.
[0059] Wherein, the superstructure 100 may be buildings such as residences, shopping malls, and hotels.
[0060] The first distance between the upper surface of the upper conversion level 300 and the lowermost floor 102 of the superstructure 100 is at least 0.5 m.
[0061]The lower conversion layer 400 is disposed on the upper part of the lowe...
Embodiment 2
[0097] In a certain TOD project in Shanghai, the conversion structure adopted in the initial design is a hard conversion structure (refer to figure 1), that is, the down conversion layer 400 is directly connected to the superstructure 100 and the substructure 200 respectively, and the thickness of the down conversion layer 400 is at least 2500 mm. Due to the irregular structure of the substructure 200 , the lower conversion layer 400 below part of the wall of the superstructure 100 cannot meet the force requirements, and structural reinforcement is required before implementation. Since the substructure 200 of the TOD project is a subway depot, and the operation of the subway cannot be stopped, reinforcement construction cannot be performed on the substructure 200 . In addition, due to the hard transfer structure, there is no seismic isolation effect, so that the seismic force of the superstructure 100 will not be reduced. In addition, there is a huge difference between the fl...
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