A counter-pressure disc spring damper with adjustable initial stiffness
A disc spring, initial stiffness technology, applied in the direction of springs/shock absorbers, high internal friction springs, shock absorbers, etc. The effect of resonance, reduction of isolation cost, and shortening of length
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example 1
[0039] see Figure 1~5 , the damper described in this example is a vertical shock-isolation device (also known as a vertical shock-isolation support) for building anti-seismic, which includes a guide sleeve 1, a first end cover 2, a second end cover 3 , Disc spring group 4 and back pressure device.
[0040] see Figure 1~3 , the guide sleeve 1 is in the shape of a circular tube, its upper end radially shrinks inward to form a first end cover 2 with a guide hole in the center, and its lower end radially extends outward to form a flange 5 . The middle part of the second end cover 3 bulges upwards to form an inverted washbasin shape, and the surrounding edges are provided with mounting holes 6, and the guide sleeve 1 is fixed on the raised middle part by the flange plate 5 provided at the lower end. upper surface.
[0041] see Figure 1~3 , the driving member is composed of a dynamic pressure plate 7 and an upper connecting plate 8, wherein the upper connecting plate 8 is disc...
example 2
[0059] see Figures 11-14 , the damper described in this example is also a vertical shock-isolation device for building anti-seismic, and on the basis of example 1, the following improvements are mainly made: (1) the pre-compressed steel wire rope 9 is increased by three to six; (2) replace the eyebolt 10 as the wire rope reversing element with a U-shaped member 16; (3) correspondingly change the described back pressure device to:
[0060] The anti-pressure device consists of six pre-compressed steel wire ropes 9, six U-shaped members 16 as wire rope direction-changing elements, a floating counter-pressure steel plate 11, six eyebolts 10 for fixing one end of the pre-compressed steel wire ropes 9 and one fixed The other end of the preloaded wire rope 9 is composed of a wire rope self-locking tensioning anchorage 15; wherein,
[0061] The floating counter pressure steel plate 11 is arranged between the disc spring group 4 and the second end cover 3;
[0062] Six U-shaped memb...
example 3
[0067] see Figures 15-17 , this example is a damper used for seismic reinforcement of building structures, the damper includes a guide sleeve 1, the two ends of the guide sleeve 1 are respectively fixed with a first end cover 2 and a second end cover 3, and a dish-shaped Spring group 4, a driving member extends from the center of the first end cover 2 at one end of the guide sleeve into the guide sleeve 1 and presses on the disc spring group 4; wherein the driving member is composed of a dynamic pressure plate 7 and its The driving rod 17 is formed as a whole, and the end of the driving rod 17 is provided with a hinge hole 18 .
[0068] see Figure 15 The outer side of the second end cover 3 is symmetrically provided with two parallel lugs 19 integrally connected with it along the axis of the guide sleeve 1 , and the ends of the lugs 19 are also provided with hinged holes 18 .
[0069] see Figures 15-19 , the guide sleeve 1 is provided with a back pressure device, the bac...
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