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Back pressure spiral compression spring damper adjustable in stiffness

A technology for compressing springs and dampers, which is applied in building components, building types, and earthquake resistance. It can solve the problems of long dampers, waste of resources, and inability to change the stiffness of dampers, so as to shorten the length and reduce the cost of isolation.

Pending Publication Date: 2017-04-19
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 cylindrical 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 impossible or even impossible to guarantee The stiffness of the two springs (including tensile stiffness and compression stiffness) are equal, so the shock absorption effect is different in different wind directions; 3. The stiffness of the damper cannot be changed to achieve the preset wind resistance level and reduce the cost of shock absorption; 4. A cylindrical coil 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 stretching and compression can only be realized by reducing the elastic deformation range of the cylindrical coil spring. Two working states, which will obviously cause waste of resources
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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  • Back pressure spiral compression spring damper adjustable in stiffness
  • Back pressure spiral compression spring damper adjustable in stiffness
  • Back pressure spiral compression spring damper adjustable in stiffness

Examples

Experimental program
Comparison scheme
Effect test

example 1

[0036] see Figure 1~3 , this example is a damper used for seismic reinforcement of building structures, the damper includes a disc-shaped upper end plate 1 and a lower end plate 2, a cylindrical helical compression spring 3 is arranged between the upper and lower end plates, wherein the lower end plate 2 A guide rod 4 is arranged on it, and the guide rod 4 passes through the upper end plate upwardly along the central hole of the cylindrical helical compression spring 3 .

[0037] see Figure 1~4 , There is also a back pressure device between the upper and lower end plates, the back pressure device includes four preloaded steel wire ropes 5, four eyebolts 6 as steel wire rope direction changing elements, and four steel wire rope self-locking tensioning anchors 13 And a floating anti-pressure steel plate 7.

[0038] see figure 1 , image 3 with Figure 4 , The floating anti-pressure steel plate 7 is sleeved on the guide rod 4 between the cylindrical helical compression spr...

example 2

[0052] This example is also a damper used for anti-seismic reinforcement of building structures. The main difference between this damper and the damped vibrator described in Example 1 is that the back pressure device is different. The counter pressure device of this example will be described below.

[0053] see Figures 10-13 , the back pressure device in this example is located between the upper end plate 1 and the lower end plate 2, the back pressure device includes four preloaded steel wire ropes 5, four U-shaped members 12 as steel wire rope direction changing elements, four steel wire rope self-locking tension Tight anchor 13 and a floating counter pressure steel plate 7.

[0054] see Figure 10 with Figure 11 , The floating anti-pressure steel plate 7 is sleeved on the guide rod 4 between the cylindrical helical compression spring 3 and the upper end plate 1 .

[0055] see Figure 11 with Figures 12 to 13 , four U-shaped components 12 as wire rope redirection ele...

example 3

[0062] see Figures 14 to 18 , the damper described in this example is a kind of vertical shock-isolation device (also called vertical shock-isolation support) for building anti-seismic, it comprises disc-shaped upper end plate 1 and lower end plate 2, upper and lower end plate A cylindrical helical compression spring 3 is arranged between them, wherein a guide rod 4 is provided on the upper end plate 1 , and the guide rod 4 passes through the lower end plate 2 upwardly along the center hole of the cylindrical helical compression spring 3 .

[0063] see Figure 14 , the edges around the upper end plate 1 and the lower end plate 2 are respectively provided with six installation holes 14, wherein the lower end plate 2 is an upside-down washbasin shape formed by the middle part upwards, and the center is provided with a hole matching the guide rod 4.

[0064] see Figures 14 to 18 , a back pressure device is provided between the upper and lower end plates, and the back pressure...

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Abstract

The invention relates to a back pressure spiral compression spring damper adjustable in stiffness. The back pressure spiral compression spring damper is characterized in that a back pressure device is arranged between two end plates and comprises three or more prepressing steel wire ropes, a floating back pressure steel plate, steel wire rope turning elements and steel wire rope self-locking tensioning anchorage devices, and the number of the steel wire rope turning elements and the number of the steel wire rope self-locking tensioning anchorage devices are equal to the number of the prepressing steel wire ropes; the prepressing steel wire ropes are distributed on the periphery of a cylindrical spiral compression spring in a broken line state; one ends of all the prepressing steel wire ropes are symmetrically fixed to the floating back pressure steel plate around the axis of a guide rod, and the other ends of all the prepressing steel wire ropes are retraced after winding the corresponding steel wire rope turning elements in a penetrating mode, then penetrate through the floating back pressure steel plate from the positions beside fixing points of the prepressing steel wire ropes on the floating back pressure steel plate and are anchored to the end plate adjacent to the floating back pressure steel plate through the corresponding steel wire rope self-locking tensioning anchorage devices; and the prepressing steel wire ropes are tensioned to the tensile force required by the preset initial stiffness, so that the cylindrical spiral compression spring is always clamped between the end plate away from the floating back pressure steel plate and the floating back pressure steel plate.

Description

technical field [0001] The invention relates to a building anti-vibration (or vibration) device, in particular to a damping device for a helical compression spring. Background technique [0002] A damper is a device that provides resistance to movement and consumes movement energy. 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. Coil springs are widely used in devices such as shock isolation and shock absorption due to their variable stiffness characteristics in which the load and deformation are linearly related. Coil springs are classified according to the method of use, mainly including extension springs and compression springs, among which cylindrical helical compression springs are most commonly used in dampers. However, a specific cylindrical helical compression spring can only work in a compressed state within the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021E04H9/023
Inventor 谢韩涛刘汶津韩磊张少华
Owner NANJING DADE DAMPING TECH CO LTD
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