Rubber damper capable of adjusting initial stiffness

A technology of initial stiffness and damper, applied in the direction of building components, building types, earthquake resistance, etc., can solve the problems of increasing the volume of earthquake-resistant structures, poor tensile capacity, and it is difficult to ensure the same characteristics of isolation bearings, and can shorten the length. , the effect of reducing the cost of isolation

Inactive 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

[0003] The strong bearing capacity of the rubber shock-isolating pad is mainly reflected in the compressive capacity, while the tensile capacity is often poor. Under the action of high tensile load, the rubber shock-isolating pad is easy to be torn, precisely because of the weak tensile capacity. Defects lead to certain restrictions on the application of rubber shock-isolating pads in the field of shock-isolation technology
[0004] The invention patent application with the publication number CN101769015A discloses a "Laminated Rubber Shock Isolation Bearing Tensile Mechanism", which includes an upper connecting seat, a lower connecting seat and a laminated rubber clamped between the upper and lower connecting seats. The shock isolation support, the upper connection seat is provided with an "L" shaped upper reaction force arm, the lower connection seat is provided with an inverted "L" shaped lower reaction force arm, and the "L" shaped upper reaction force arm Between the reaction force arm and the horizontal lateral side of the inverted "L"-shaped lower reaction force arm, there is a laminated rubber shock-isolation support clamped by the two in reverse; when the tensile structure is compressed, The pressure is borne by the shock-isolation support clamped between the upper and lower connecting seats; when...

Method used

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  • Rubber damper capable of adjusting initial stiffness
  • Rubber damper capable of adjusting initial stiffness
  • Rubber damper capable of adjusting 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 , Rubber shock-isolating pad 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 conne...

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

[0072] 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 rubber septum is arranged inside Vibration pad 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 rubber shock-isolating pad 4; The first driving rod 18 connected into one body is formed, the end of the first driving rod 18 is provided with a connecting ring 18-1 threadedly butted together with it, and the connecting ring 18-1 is provided with a hinged hole 19, so Described movable platen 7 is dynamically matched with guide sleeve 1. The outer diameter of the rubber vibration-isolating pad 4 is smaller than the inner diameter of the guide sleeve 1, and an annular space is formed between the two.

[0073] see Figure 17 , the ou...

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Abstract

The invention relates to a rubber damper capable of adjusting the initial stiffness. The rubber damper is characterized in that a back pressure device is arranged in a guide sleeve; the back pressure device includes more than three pre-pressing steel wire ropes, steel wire rope turning members having the same number with the pre-pressing steel wire ropes, steel wire rope self-locking tensioning anchors having the same number with the pre-pressing steel wire ropes, and a floating back pressure steel plate; the pre-pressing steel wire ropes are distributed in a circular space in a broken line manner; one end of each pre-pressing steel wire rope is symmetrically fixed on the floating back pressure steel plate, around the axis of the guide sleeve; and the other end of each pre-pressing steel wire rope passes through a corresponding steel wire rope turning member, turns back, and then bypasses the floating back pressure steel plate from a fixing point, on the floating back pressure steel plate, of the pre-pressing steel wire ropes, and is anchored on a second end cover through the corresponding steel wire rope self-locking tensioning anchor. The pre-pressing steel wire ropes is tensioned to a tension force desired by the initial stiffness, and a rubber shock insulation pad is clamped between a driving member 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 rubber shock-isolating pad. Background technique [0002] Rubber shock-isolating pad is a kind of shock-isolating device with rubber as the deformation element. Due to the advantages of low cost, strong bearing capacity and low natural vibration frequency, rubber shock-isolating pad is widely used in heavy-duty occasions such as buildings and bridges. [0003] The strong bearing capacity of the rubber shock-isolating pad is mainly reflected in the compressive capacity, while the tensile capacity is often poor. Under the action of high tensile load, the rubber shock-isolating pad is easy to be torn, precisely because of the weak tensile capacity. Defects lead to certain restrictions on the application of rubber shock-absorbing pads in the field of shock-isolation technology. [0004] The invention patent application with the publicat...

Claims

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Application Information

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IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021E04H9/022E04H9/023
Inventor 谢韩涛刘汶津韩磊张少华
Owner NANJING DADE DAMPING TECH CO LTD
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