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Method for evaluating performance of friction pendulum type shock insulation support for bridge and building

A technology for seismic isolation bearings and buildings, applied in bridge construction, bridges, buildings, etc., can solve the problem of inability to accurately verify the seismic isolation performance of bearings, the inability to quickly, comprehensively and accurately evaluate the seismic isolation performance, and no basis for evaluation, etc. problems, to achieve scientific and reliable evaluation methods, simple test methods, and comprehensive evaluation results

Pending Publication Date: 2022-03-29
中船双瑞(洛阳)特种装备股份有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing technology has no basis for judging the energy dissipation effect of the friction pendulum under earthquake conditions, and the wear resistance and durability of the bearing sliding pair under continuous wear. The vibration isolation performance of the bearing under the condition of
[0005] It can be seen that the existing evaluation methods for friction pendulum isolation bearings cannot achieve rapid, comprehensive and accurate evaluation of their isolation performance, and it is urgent to establish a new and scientific evaluation method for friction pendulum isolation bearings

Method used

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  • Method for evaluating performance of friction pendulum type shock insulation support for bridge and building
  • Method for evaluating performance of friction pendulum type shock insulation support for bridge and building
  • Method for evaluating performance of friction pendulum type shock insulation support for bridge and building

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Embodiment 1

[0077] The following is an example of a building friction pendulum isolation bearing sample. According to the performance evaluation method of friction pendulum type seismic isolation bearings for bridges and buildings of the present invention, the performance evaluation of the sample is realized, and the specific steps are as follows:

[0078] (1) Obtain the initial design parameters of the assessed friction pendulum isolation bearing;

[0079] The model of the evaluated friction pendulum isolation bearing is FPS-Ⅱ-5000-350-4, the height of the bearing is 250mm, the design vertical bearing capacity is 5000kN, the design horizontal bearing capacity is 500kN, the maximum design horizontal displacement is 350mm, and the temperature influence displacement is 50mm. The maximum earthquake displacement is 300mm, the maximum static friction coefficient is 0.07, the dynamic friction coefficient is 0.055, the isolation period is 4s, and the equivalent curvature radius is 4000mm;

[00...

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Abstract

The invention belongs to the technical field of support performance evaluation, and particularly discloses a method for evaluating the performance of a friction pendulum type shock insulation support for a bridge and a building. Comprising the following steps: obtaining initial design parameters of an evaluated friction pendulum type shock insulation support, and sequentially carrying out the following detection according to the initial design parameters: detecting the bearing capacity of the evaluated friction pendulum type shock insulation support, and detecting the performance of the evaluated friction pendulum type shock insulation support under the use condition, detecting the performance of the evaluated friction pendulum type shock insulation support in an earthquake state, detecting the performance stability of the evaluated friction pendulum type shock insulation support under long-stroke abrasion, and judging whether the performance of the friction pendulum type shock insulation support meets a reference design value or not according to the detection result. According to the method, the performance of the friction pendulum type shock insulation support can be evaluated quickly, comprehensively and accurately, so that the evaluation of the shock insulation performance of the evaluated sample is more comprehensive, and a scientific and reliable evaluation approach is provided for the application of the friction pendulum type shock insulation support in the fields of bridges and buildings.

Description

technical field [0001] The invention belongs to the technical field of bearing performance evaluation, and more specifically relates to a method for evaluating the performance of friction pendulum type seismic isolation bearings for bridges and buildings. Background technique [0002] As one of the most destructive sudden disasters, earthquakes can cause casualties and property losses, damage or even collapse of buildings and bridges. In many major earthquakes at home and abroad, the bridges and buildings that are the bottom line of life have been severely damaged. At the same time, roads have been interrupted, secondary disasters have been caused, and great difficulties have been brought to disaster relief and reconstruction work after the earthquake. Therefore, the research on engineering shock absorption and isolation technology is of great significance for protecting human life and property and reducing earthquake damage losses. [0003] The friction pendulum isolation ...

Claims

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Application Information

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IPC IPC(8): G06F30/17G06F30/20E01D19/04E04B1/98E04H9/02G06F119/14
CPCG06F30/17G06F30/20E01D19/042E04B1/98E04H9/021G06F2119/14
Inventor 徐奇何巍党伟伟殷健曾典梁旭黎明智朱德振赵连刚杨晓伟
Owner 中船双瑞(洛阳)特种装备股份有限公司
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