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A composite spring-damper with adjustable initial stiffness

A technology of composite springs and initial stiffness, applied in the field of damping devices containing composite springs, can solve problems such as difficulty, waste of resources, and reduce shock absorption costs, and achieve the effects of preventing twisting, shortening length, and reducing shock isolation costs

Active Publication Date: 2019-09-03
NANJING DADE DAMPING TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this utility model patent obviously has the following disadvantages: 1. Two coil springs are required, and the length of the entire damper is relatively long, which is not suitable for installation in a space with a small distance; 2. It is difficult or even impossible to ensure the two springs in the process Only the stiffness of the spring (including tensile stiffness and compression stiffness) is equal, so the shock absorption effect is different in different wind directions; 3. The initial stiffness of the damper cannot be changed to achieve the preset wind resistance level and reduce the cost of shock absorption; 4. A helical spring works in two states of tension and compression at the same time. The metal material and production process of the existing spring are difficult to meet the requirements. The two working states of tension and compression can only be realized by reducing the elastic deformation range of the helical spring. , which obviously wastes resources
The above three means of changing the effective working length of the spring are obviously not suitable for composite springs; in addition, this type of anti-shock absorber not only shortens the effective working length of the spring, but also can only compress energy and reduce vibration, and cannot stretch energy. Vibration reduction

Method used

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  • A composite spring-damper with adjustable initial stiffness
  • A composite spring-damper with adjustable initial stiffness
  • A composite spring-damper with adjustable initial stiffness

Examples

Experimental program
Comparison scheme
Effect test

example 1

[0041] see Figure 1~6 , 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 , Composite spring 4 and back pressure device.

[0042] see Figure 1~3 , the guide sleeve 1 is in the shape of a circular tube, and its two ends extend radially outward to form a flange 5 . The first end cover 2 is connected to the flange 5 on the upper end of the guide sleeve 1, and a guide hole is provided in the center; 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 hole 6, the described guide sleeve 1 is fixed on the upper surface of its protruding middle part by the flange plate 5 provided at the lower end.

[0043] see Figure 1~3 , the driving member is composed of a dynamic pressure plate 7 and an upper connecting plate...

example 2

[0063] see Figures 12 to 16 , 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 four; (2) replace the eyebolt 10 as the steel wire rope reversing element with a U-shaped member 17; (3) increase the steel wire rope self-locking tensioning anchor 16 at the other end of the fixed preloaded steel wire rope 9 to four; ( 4) correspondingly change the described back pressure device into:

[0064] The anti-pressure device consists of four pre-compressed steel wire ropes 9, four U-shaped members 17 as wire rope direction-changing elements, a floating counter-pressure steel plate 11, four eyebolts 10 for fixing one end of the pre-compressed steel wire rope 9 and four The other end of the fixed preloaded steel wire rope 9 is composed of a steel wire rope self-locking tensioning anchorage 16; ...

example 3

[0071] see Figures 17-21 , 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 composite spring is arranged inside 4. A drive 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 composite spring 4; wherein the drive member is composed of a dynamic pressure plate 7 and an integrated The first drive rod 18 is formed, the end of the first drive rod 18 is provided with a connecting ring 18-1 threadedly butted together, the connecting ring 18-1 is provided with a hinge hole 19, and the dynamic pressure plate 7 It is dynamically matched with the guide sleeve. The outer diameter of the composite spring 4 is smaller than the inner diameter of the guide sleeve 1, forming an annular space between the two.

[0072] see Figure 17...

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Abstract

The invention relates to a composite spring damper capable of regulating initial stiffness. The composite spring damper is characterized in that a back pressure device is further arranged in a guide sleeve, wherein the back pressure device comprises three or more pre-compaction steel wire ropes, steel wire rope turning elements which are as many as the pre-compaction steel wire ropes, steel wire rope self-locking tensioning anchorage devices which are as many as the pre-compaction steel wire ropes and a floating back pressure steel plate; the pre-compaction steel wire ropes are distributed in a ring-shaped space in a folding mode; one end of each pre-compaction steel wire rope is symmetrically fixedly arranged on the floating back pressure steel plate around the axis of the guide sleeve; the other end of each pre-compaction steel wire rope is turned back after passing through one opposite steel wire rope turning element, then, passes through the floating back pressure steel plate beside a fixed point, on the floating back pressure steel plate, of each pre-compaction steel wire rope, and is fixedly arranged on a second end cover through each steel wire rope self-locking tensioning anchorage device; and each pre-compaction steel wire rope is tensioned to tension needed for setting initial rigidity, so that the composite spring is clamped between a drive component and the floating back pressure steel plate all the time.

Description

technical field [0001] The invention relates to a building anti-vibration (or vibration) device, in particular to a damping device containing a composite spring. Background technique [0002] The full name of the composite spring is rubber-metal helical composite spring, which is a kind of spring formed by wrapping a layer of rubber material around the metal helical spring and compounding vulcanization. The composite spring has the nonlinear characteristics of the rubber spring, and has the characteristics of large deformation and large load-bearing capacity of the metal coil spring, and its stability and load-bearing capacity are better than those of the rubber spring. Because the composite spring has a working characteristic curve similar to that of a rubber air spring, but is simpler in structure than a rubber air spring, and has no risk of gas leakage, it is also used to replace the rubber air spring and is widely used in mining, metallurgy, coal and other large vibratio...

Claims

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Application Information

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