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Transformer substation composite material bushing anti-seismic limit bearing capacity parameter calibration method

A technology of ultimate bearing capacity and composite materials, which is applied in the direction of testing material strength by applying repetitive force/pulsation force, analyzing materials, and testing material strength by applying stable bending force, etc. Low-level problems, to achieve the effect of ensuring the validity of the results, simplifying the test process, and saving test costs

Active Publication Date: 2017-05-10
CHINA ELECTRIC POWER RES INST +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] (2) A single test is expensive, and related test items are difficult to promote
[0007] Due to the high cost of a single earthquake simulation shaking table test, and the low popularity of related test equipment, only some professional seismic test research units have the conditions, and general electrical equipment manufacturers and testing units do not have relevant test conditions.
In this case, the earthquake simulation shaking table test method can only be used in the type test, and it is difficult to promote it in the random inspection link

Method used

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  • Transformer substation composite material bushing anti-seismic limit bearing capacity parameter calibration method
  • Transformer substation composite material bushing anti-seismic limit bearing capacity parameter calibration method
  • Transformer substation composite material bushing anti-seismic limit bearing capacity parameter calibration method

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Embodiment 1

[0048] The invention of this example provides a method for calibrating the parameters of the seismic ultimate bearing capacity of the composite casing of the substation, including:

[0049] 1) For the first batch of composite casings of a certain specification, the earthquake simulation shaking table test and the pseudo-static bending test are carried out respectively, and the seismic ultimate bearing capacity Mse and the bending ultimate bearing capacity Mst are respectively obtained, and the conversion factor is calculated

[0050] r = Mse / Mst

[0051] 2) For the non-first batch of composite casing products of a certain specification, only the quasi-static bending test can be carried out, and the seismic ultimate bearing capacity Mse'=r*Mst' can be obtained through the conversion factor.

[0052] The basis of the above-mentioned carrying capacity calibration method is now described. The failure mode of composite casing in substation under seismic load is generally bending f...

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Abstract

The invention relates to a transformer substation composite material bushing anti-seismic limit bearing capacity parameter calibration method comprising the steps that seismic simulation vibration table testing and quasi-static bending resistance testing are performed on the first batch of products of composite material bushings so that anti-seismic limit bearing capacity Mse and anti-bending limit bearing capacity Mst are respectively obtained; the conversion coefficient r is calculated through the anti-seismic limit bearing capacity Mse and the anti-bending limit bearing capacity Mst; quasi-static bending resistance testing is performed on the products of the composite material bushings apart from the first batch of products so that anti-bending limit bearing capacity Mst' is obtained; and anti-seismic limit bearing capacity Mse' is obtained through the conversion coefficient r. The technical scheme has practical importance on anti-seismic performance detection of the composite material bushings.

Description

Technical field: [0001] The invention relates to the technical field of anti-seismic performance testing of high-voltage electrical equipment, and more particularly relates to a method for calibrating the anti-seismic ultimate bearing capacity parameters of composite material bushings in substations. Background technique: [0002] Traditional high-voltage electrical equipment bushings in substations are made of electric porcelain, which is easily damaged in earthquake events due to its brittle properties. Composite casing is a substitute product for porcelain casing, which is bonded by resin-based glass fiber composite casing and metal end piece through epoxy resin colloid. Due to the good mechanical properties of glass fiber composite materials, composite casings are considered to have good seismic performance and are preferred for substations in high-intensity areas. [0003] In engineering seismic design, the ultimate bearing capacity of components under seismic load is ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M7/02G01N3/20G01N3/32
CPCG01M7/02G01N3/20G01N3/32G01N2203/0005G01N2203/0023G01N2203/0075
Inventor 李圣卢智成程永锋朱祝兵钟珉韩嵘孙宇晗刘振林张谦林森
Owner CHINA ELECTRIC POWER RES INST
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