A three-dimensional shock-absorbing vibration-isolation bearing for a building
A technology of vibration isolation support and three-dimensional shock absorption, which is applied in the direction of buildings, building types, building components, etc., can solve the damage of three-dimensional shock-isolation devices, the limited horizontal shock-isolation capacity of three-dimensional shock-absorbing and vibration-isolation devices, and the construction of three-dimensional shock-isolation devices There are problems such as safety risks, so as to improve the seismic isolation capability, reduce safety risks, and achieve good energy consumption effects
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Embodiment 1
[0041] This embodiment provides a three-dimensional shock-absorbing vibration-isolation bearing for a building, see Figure 1-4 , including a vertical vibration isolation support 12, a horizontal vibration isolation support 11 stacked with the vertical vibration isolation support 12, and a horizontal vibration isolation device 2;
[0042] Both the vertical vibration isolation bearing 12 and the horizontal vibration isolation bearing 11 are arranged between the underground foundation 3 and the column 5;
[0043] The horizontal shock absorbing device 2 is connected to the side of the column 5 , and the horizontal shock absorbing device 2 is used to dissipate the horizontal vibration energy on the column 5 .
[0044] Wherein, the column 5 may be a square column or a cylinder.
[0045] In this example, if Figure 2-4 , the column 5 is a square column, the horizontal vibration isolation support 11 is located below the vertical vibration isolation support 12, the vertical vibratio...
Embodiment 2
[0053] This embodiment provides a three-dimensional shock-absorbing vibration-isolation bearing for a building, see Figure 5 , which differs from the building three-dimensional shock-absorbing and vibration-isolation bearing described in Embodiment 1 in that the horizontal vibration-isolation bearing 11 is arranged above the vertical vibration-isolation bearing 12, specifically, the underground foundation 3. The first steel plate 41 is connected above the first steel plate 41, and several springs are connected above the first steel plate 41. All the springs are arranged symmetrically along the vertical center line of the column 5. In this embodiment, the vertical partition The vibrating support 12 is provided with 16 springs in total, and the 16 springs are arranged in a rectangular array of four by four, and the center of the rectangular array is on the vertical centerline of the column 5 . And the upper part of each spring is connected to the bottom end surface of the rubbe...
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