Self-resetting friction damping shock absorber and shock absorbing bridge

A technology of frictional damping and shock-absorbing bearings, which is applied in bridges, bridge parts, bridge construction, etc., can solve the problems of affecting driving safety, large structure size, and high cost, so as to improve the level of energy consumption and reset energy, and extend the self- The effect of vibration period and simple structure

Active Publication Date: 2018-05-01
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, it will cause the change and uplift of the height of the beam body, which will affect the smoothness of the railway bridge track on the one hand and affect the safety of driving; on the other hand, it will generate additional internal stress and affect the overall mechanical structure of the bridge, especially in simply supported railway beams. It is not suitable to use on long-span continuous beams
At the same time, the spherical radius is large, the structure size is large, and the cost is high

Method used

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  • Self-resetting friction damping shock absorber and shock absorbing bridge
  • Self-resetting friction damping shock absorber and shock absorbing bridge
  • Self-resetting friction damping shock absorber and shock absorbing bridge

Examples

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no. 1 example

[0038] see figure 1 and figure 2 , the present embodiment provides a self-resetting frictional damping shock-absorbing support 100, which has a simple structure and can effectively improve horizontal energy consumption and reset capability without affecting the overall mechanical structure of the bridge.

[0039] The self-resetting friction damping shock absorber 100 provided in this embodiment includes a first seat plate 110, a second seat plate 120, a support panel 130, a friction member 140, a first shock absorber 150 and a second shock absorber 160 . The first support plate 110 is connected to the support panel 130, and the two ends of the friction member 140 are respectively connected to the end of the support panel 130 away from the first support plate 110 and the second support plate 120, and the friction member 140 can be opposite to the support panel 130 and the second seat plate 120 to slide. One end of the first shock absorber 150 is connected to the friction me...

no. 2 example

[0068] This embodiment provides a shock-absorbing bridge (not shown in the figure), including a bridge body (not shown in the figure), a pier column (not shown in the figure), and the self-resetting frictional damping shock-absorbing bearing 100 provided in the first embodiment. The self-resetting frictional damping shock absorber 100 includes a first seat plate 110 , a second seat plate 120 , a support panel 130 , a friction member 140 , a first shock absorber 150 and a second shock absorber 160 . The first support plate 110 is connected to the support panel 130, and the two ends of the friction member 140 are respectively connected to the end of the support panel 130 away from the first support plate 110 and the second support plate 120, and the friction member 140 can be opposite to the support panel 130 and the second seat plate 120 to slide. One end of the first shock absorber 150 is connected to the friction member 140 , and the other end of the first shock absorber 150 ...

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Abstract

A self-resetting friction-damping shock absorption bearing and a shock absorption bridge. The shock absorption bearing includes a first bearing plate, a second bearing plate, a support panel, a friction member, a first shock absorption member, and a second shock absorption member. The first bearing plate is connected to the support panel, both ends of the friction member are respectively connected to the second bearing plate and one end of the support panel away from the first bearing plate, and the friction member can slide relative to the support panel and the second bearing plate. A shock absorption bridge including a self-resetting friction-damping shock absorption bearing is also provided.

Description

technical field [0001] The invention relates to the technical field of shock absorption, in particular to a self-resetting friction damping shock absorbing support and a shock absorbing bridge. Background technique [0002] With the development of modern high-speed railways, the proportion of bridges in railway routes is getting higher and higher. When an earthquake disaster occurs, the bridge is the most vulnerable part; the use of bridge shock-absorbing and isolating bearing devices is a feasible method of shock absorption, and it is also a relatively mature and widely used anti-seismic technology. At present, the main anti-seismic bearing devices in China include anti-seismic basin rubber fixed bearing, lead core rubber bearing and friction pendulum type seismic isolation bearing, etc. [0003] The anti-seismic pot-type rubber fixed bearing has good damping properties, and can isolate the upper and lower seismic movements through shear deformation. It has the advantages ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/04E01D1/00
CPCE01D19/042
Inventor 李文强韩怀邦李彦李松赵玉东李飞
Owner SICHUAN UNIV
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