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Disc spring shock absorber with adjustable initial rigidity

A disc spring and initial stiffness technology, applied in the field of damping devices, can solve problems such as waste, increase in length of the damper, deformation of two sets of disc springs, etc., and achieve the effects of reducing the cost of vibration isolation, preventing torsion, and preventing resonance

Inactive 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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  • Disc spring shock absorber with adjustable initial rigidity
  • Disc spring shock absorber with adjustable initial rigidity
  • Disc spring shock absorber with adjustable initial rigidity

Examples

Experimental program
Comparison scheme
Effect test

example 1

[0039] See Figure 1~6 The damper described in this example is a vertical seismic isolation device (also called vertical seismic isolation support) used for building seismic resistance, 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 has a circular tube shape, the upper end of which radially shrinks inwardly to form a first end cover 2 with a guide hole in the center, and the lower end radially extends outward to form a flange 5. The middle part of the second end cover 3 bulges upward to form an inverted washbasin shape, and the peripheral edges are provided with mounting holes 6, and the guide sleeve 1 is fixed to the middle part of the bulge by a flange 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. The upper connecting plate 8 is disc-shaped, wit...

example 2

[0059] See Figure 12-16 The damper described in this example is also a vertical seismic isolation device used for building earthquake resistance, and on the basis of example 1, the following improvements have been made: (1) The pre-compression wire rope 9 is increased by three Up to six; (2) Replace the eyebolt 10 as the direction changing element of the wire rope with a U-shaped member 16; (3) Increase the wire rope self-locking tension anchor 15 at the other end of the pre-compressed wire rope 9 to six; (4) ) Change the back pressure device to:

[0060] The said back pressure device consists of six pre-compressed steel wire ropes 9, six U-shaped members 16 as wire rope direction changing elements, a floating back-pressure steel plate 11, six eye screws 10 for fixing one end of the pre-compressed steel wire rope 9 and six fixed pre-compression steel wires. The wire rope self-locking tension anchor 15 at the other end of the pressure wire rope 9 is composed of;

[0061] The float...

example 3

[0067] See Figure 17-19 This example is a damper used for seismic reinforcement of building structures. The damper includes a guide sleeve 1. A first end cover 2 and a second end cover 3 are fixed at both ends of the guide sleeve 1, and a dish-shaped The spring set 4, a drive member extends into the guide sleeve 1 from the center of the first end cover 2 at the end of the guide sleeve, and is pressed on the disc spring set 4; wherein the drive member is composed of a dynamic pressure plate 7 and An integrated first driving rod 17 is formed, and the end of the first driving rod 17 is provided with a hinge hole 18.

[0068] See Figure 17 A second driving rod 19 integrally connected to the second end cover 3 is provided on the outside, and a hinge hole 18 is also provided at the end of the second driving rod 19.

[0069] See Figure 17-21 , Said guide sleeve 1 is provided with a back pressure device, the back pressure device consists of three pre-compressed steel wire ropes 9, thre...

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Abstract

The invention relates to a disc spring shock absorber with adjustable initial rigidity. The disc spring shock absorber is characterized in that a back pressure device is arranged in a guide sleeve; the back pressure device comprises three or more prestressed steel wire ropes, steel wire rope turning elements equal to the prestressed steel wire ropes in number, steel wire rope self-locking tensioning anchors equal to the prestressed steel wire ropes in number and a floating back pressure steel plate; the prestressed steel wire ropes are distributed in a central hole of a disc spring set in a broken line mode; one end of each prestressed steel wire rope is symmetrically fixed to the floating back pressure steel plate around the axis of the guide sleeve, and the other end of the prestressed steel wire rope turns back after being wound across the opposite steel wire rope turning element, then penetrates through the floating back pressure steel plate from the position beside a fixing point, on the floating back pressure steel plate, of the prestressed steel wire rope, and is anchored to a second end cover through the corresponding steel wire rope self-locking tensioning anchor; and each prestressed steel wire rope is tensioned to the tension required for preset initial rigidity, and the disc spring set is made to be clamped between a driving component and the floating back pressure steel plate all along.

Description

Technical field [0001] The invention relates to a building anti-vibration (or shock) device, in particular to a damping device containing a disc spring. Background technique [0002] A damper is a device that consumes movement energy in a way that provides resistance to movement. Since the 1970s, dampers have been gradually transferred from industries such as aerospace, aviation, military industry, guns and automobiles to construction, bridges, railways and other structural projects. Disc springs are widely used in vibration isolation and damping devices for various heavy-duty occasions due to their large load-bearing capacity, strong cushioning and vibration absorption capabilities, and a wide range of nonlinear characteristics. Disc springs are usually composed of multiple pieces combined into disc spring groups, and different combinations have different effects; however, disc spring groups composed of either way can only be compressed and deformed. Therefore, the existing da...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021
Inventor 谢韩涛刘汶津韩磊张少华
Owner NANJING DADE DAMPING TECH CO LTD
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