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Counter pressure type disc spring damper with adjustable initial rigidity

A disc spring, initial stiffness technology, used in springs/shock absorbers, high internal friction springs, shock absorbers, etc., can solve problems such as waste, deformation of two sets of disc springs, increase in length of dampers, etc. Seismic isolation cost, resonance prevention, effect of shortening length

Active Publication Date: 2017-02-01
NANJING DADE DAMPING TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 1. The load connecting rod is kept balanced under the joint action of two sets of disc springs. Although the pretightening force of the two sets of disc springs can be adjusted, no matter how it is adjusted, the force of the two sets of disc springs on the load connecting rod will The acting forces are a set of equal and opposite forces, just applying any external force on the load connecting rod will destroy this balance and deform the two sets of disc springs, so the damper described above cannot preset the initial stiffness ;
[0006] 2. In this invention, two sets of disc springs must be used together to provide damping when the damper is under compression or tension load, which not only causes a certain amount of waste, but also greatly increases the length of the damper, which is not suitable for some Use where the installation space is tight
It can be seen that although the stiffness of the spring in the patent application scheme can be changed, the effective working length of the spring is not only significantly shortened, but also can only be compressed for energy consumption and vibration reduction, and cannot be stretched for energy consumption and vibration reduction.

Method used

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  • Counter pressure type disc spring damper with adjustable initial rigidity
  • Counter pressure type disc spring damper with adjustable initial rigidity
  • Counter pressure type disc spring damper with adjustable initial rigidity

Examples

Experimental program
Comparison scheme
Effect test

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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Abstract

The invention relates to a counter pressure type disc spring damper with the adjustable initial rigidity. The damper is characterized in that a counter pressure device is arranged inside a guide sleeve and comprises more than three pre-compression steel wire ropes, steel wire rope deflecting components with the same number as the pre-compression steel wire ropes, a steel wire rope self-locking and tensioning anchorage device and a floating counter pressure steel plate; the pre-compression steel wire ropes are distributed in a center hole of a disc spring set in the mode of a zigzag line, one ends of the pre-compression steel wire ropes are symmetrically fixed to the floating counter pressure steel plate around the axis of the guide sleeve, the other ends of the pre-compression steel wire ropes are deflected back after penetrating through the opposite steel wire rope deflecting components, then all the pre-compression steel wire ropes are combined to form a rope strand, and the rope strand penetrates through the floating counter pressure steel plate from the point where the axis of the guide sleeve passes on the floating counter pressure steel plate and is anchored to a second end cover by the steel wire rope self-locking and tensioning anchorage device; and when the pre-compression steel wire ropes are tensioned to reach the tension needed by the preset initial rigidity, the disc spring set is always clamped between a drive component and the floating counter pressure steel plate.

Description

technical field [0001] The invention relates to a building anti-vibration (or vibration) device, in particular to a damping device including a disc spring. Background technique [0002] A damper is a device that dissipates the energy of motion by providing resistance to motion. Since the 1970s, dampers have been gradually transferred from industries such as aerospace, aviation, military, guns, and automobiles to structural engineering such as buildings, bridges, and railways. Disc springs are widely used in vibration isolation and shock absorption devices in various heavy-duty occasions due to their large load-bearing capacity, strong buffering and vibration-absorbing capacity, and wide range of nonlinear characteristics. Disc springs are usually combined into a disc spring group by multiple pieces, and different combination methods have different effects; however, no matter which method the disc spring group is composed of, it can only be compressed and deformed. Therefor...

Claims

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Application Information

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IPC IPC(8): F16F7/116F16F3/10E04B1/98
CPCE04B1/98F16F3/10F16F7/116
Inventor 谢韩涛刘汶津韩磊张少华
Owner NANJING DADE DAMPING TECH CO LTD
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