Variable-stiffness combined support
A technology of variable stiffness and bearings, which is applied to bridge parts, bridges, buildings, etc., can solve the problems that seismic bearings cannot adapt to large earthquakes and have short service life, and achieve the effect of small deformation and improved seismic performance
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Embodiment 1
[0035] Such as Figure 1-3As shown, a variable stiffness composite support includes a support top plate 1 and a support bottom plate 2, and at least one rigid support member 3 and at least one elastic support member 4 are arranged between the support top plate 1 and the support bottom plate 2 The upper and lower surfaces of each elastic supporting member 4 are respectively fixedly connected to the support top plate 1 and the support bottom plate 2 .
[0036] The variable stiffness composite support includes at least one rigid support member 3 and at least one elastic support member 4 arranged between the support top plate 1 and the support bottom plate 2, wherein one of the upper and lower surfaces of the rigid support member 3 is One is fixed connection, one is contact connection (non-fixed connection).
[0037] Each of the above-mentioned elastic supporting members 4 is a structural member of a rubber composite elastic body 41 . The upper and lower surfaces of each rubber ...
Embodiment 2
[0043] Such as Figure 4-5 As shown, the present invention also provides a kind of bridge, comprises several piers 7 of different heights and the main girder 8 that is arranged on the top of the pier 7, and each two ends of the main girder 8 are connected to the bridge pier by variable stiffness combined bearings respectively. 7 are connected to each other, wherein the horizontal stiffness of the elastic supporting member 4 of the bridge pier 7 and the main girder 8 connected to the higher bridge pier 7 is greater, and the elastic support member 4 of the lower bridge pier 7 and the main girder 8 is connected. The horizontal stiffness of the support member 4 is smaller.
[0044] The horizontal stiffness value of the support on each pier 7 is inversely proportional to the distance between the zero point of displacement of the main girder 8. The definition of the zero point of displacement of the main girder 8 is that when the temperature changes, the concrete shrinks and creeps,...
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