Multilayer-laminated damper
A shock absorber and laminated technology, applied in the direction of shock absorbers, shock absorbers, springs/shock absorbers, etc., can solve problems such as high cost and cases without mature applications
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Embodiment 1
[0021] Embodiment 1: closed interface structure
[0022] Such as figure 2 , image 3 As shown, the laminated damping shock absorber 5 is made of multiple layers of thin steel sheets rolled into a plurality of concentric barrel-shaped steel rings, which are packaged; the thin steel sheet material can be structural steel, or it can be Spring steel; said sheet steel profile, such as figure 2 As shown, the single layer is unfolded into a rectangle 502; after rolling, the cross-section is a barrel shape 501; its interface is closed; the suit assembly method requires adjacent single-layer rectangular steel sheets to differ in length by 2π of the thickness of the steel sheet times, such as Figure 6 As shown, wherein, 4n is the number of laminated layers, n is a natural number, and t is the thickness of a single layer of laminated sheets; the installation azimuth of the interface should be installed at equal intervals along the circumferential direction according to the number o...
Embodiment 2
[0024] Embodiment 2: Open interface structure
[0025] The structure described in this example differs from Embodiment 1 only in the form of a single-layer lamination interface, such as Figure 4 shown. The single-layer lamination is unfolded into a rectangle 504 , and after being rolled, it is shaped like a barrel with a notch, and the joint is an opening 503 . Such as Figure 5 As shown, the multi-layer laminated damping shock absorber 5 of the open interface structure of the present invention has 8 laminated layers, and the installation angle at the interface can be evenly spaced at 360° / 8=45°, or as Figure 5 The intervals shown are 90 degrees in sequence, and the positions of the interfaces are shown in 513-520, so that the requirements of structural isotropy and easy installation can be met at the same time. The number of steel sheet layers should be an integer multiple of the natural number four, such as Figure 6 shown.
[0026] The open structure has greater elas...
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