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Test method and test device of anti-seismic support hangers for building electromechanical pipeline facility

A test method and technology of anti-seismic support, applied in the direction of measuring device, machine/structural component test, vibration test, etc., to achieve the effect of ensuring accuracy and scientificity

Active Publication Date: 2021-10-08
CHINA ACAD OF BUILDING RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] For this reason, the technical problem to be solved by the present invention is to provide a kind of anti-seismic support and hanger test method and test device for building electromechanical pipeline facilities, to solve the problems existing in the anti-seismic performance test method of anti-seismic support and hanger in the prior art, and to fill the door-type anti-seismic The gap in the seismic performance test method of the support and hanger makes up for the shortcomings of the existing two fixed test loads (2.25kN and 9kN), avoids the adverse effects of testing 4 sets of seismic support and hangers at the same time on the test results, simplifies the test installation procedure and improves Test efficiency, so as to effectively ensure the accuracy and scientificity of the test method for the seismic performance of the support and hanger

Method used

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  • Test method and test device of anti-seismic support hangers for building electromechanical pipeline facility
  • Test method and test device of anti-seismic support hangers for building electromechanical pipeline facility
  • Test method and test device of anti-seismic support hangers for building electromechanical pipeline facility

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Experimental program
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Embodiment 1

[0073] see Figure 1-4 , shows the anti-seismic performance test device of the anti-seismic support and hanger provided by this embodiment, and figure 1 A schematic diagram of the installation of the seismic support and hanger test device is shown in . Among them, the anti-seismic support and hanger includes anti-seismic connector 1, connecting anchor bolt 2, channel steel base 3, anti-seismic brace 4, pipe hoop 7, channel steel column 5, channel steel beam 10 and right-angle connector 13, wherein the channel steel column 5 is connected to the channel steel beam 10 through a right-angle connector 13, the anti-seismic brace 4 is connected to the channel steel column 5 through an anti-seismic connector 1, and the pipe 6 is fixedly installed above the channel steel beam 10 through a pipe collar 7.

[0074] Such as Figure 2-4 As shown, the anti-seismic support and hanger anti-seismic performance test device includes a fixture main body, wherein the end of one side of the fixtur...

Embodiment 2

[0098] In order to better illustrate the calculation method of the estimated value of the present invention, this embodiment carried out the seismic performance test on 7 sets of door-type seismic supports and hangers, of which 1 set of door-type seismic supports and hangers was used for monotonic horizontal pushover loading test, and the rest 6 sets of anti-seismic performance tests, and 6 sets of door-type anti-seismic supports and hangers for seismic performance tests are numbered B-1, B-2, B-3, B-4, B-5, B-6, B- 7.

[0099] Specific steps are as follows:

[0100] (1) First, adopt the test device of the present invention to install the door-type anti-seismic hanger on the test device, carry out monotonic horizontal pushover loading until it is destroyed, and obtain its monotonic loading curve, such as Figure 9 As shown, the ultimate displacement Δ of the test specimen is obtained through the monotonic loading curve m 78mm;

[0101] (2) According to the results of the mo...

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Abstract

The invention provides a test method and test device of anti-seismic support hangers for a building electromechanical pipeline facility. According to the method, a low-cycle reciprocating cyclic loading mode controlled by a displacement index is adopted to carry out loading test on a single set of anti-seismic support hanger, and a specific displacement loading system is determined by a monotonous horizontal pushing test result of the anti-seismic support hangers of the same specification; anti-seismic performance evaluation indexes such as the ultimate bearing capacity, the ultimate displacement, the yield displacement, the rigidity degradation coefficient and the ductility coefficient of the anti-seismic support hanger and a determination method of the anti-seismic performance evaluation indexes are provided. According to the test method and test device of the invention, the requirements of different types of anti-seismic support hangers in the current domestic market on test methods can be met, the technical blank of testing the anti-seismic performance of door-shaped support hangers is filled up, the defects of two fixed test loads (2.25 kN and 9kN) in the prior art are made up, the adverse effects of simultaneously testing four sets of anti-seismic support hangers on test results are avoided, the test installation procedure is simplified, the test efficiency is improved, and the accuracy and scientificity of the anti-seismic performance test method of the support hangers are effectively guaranteed.

Description

technical field [0001] The invention belongs to the technical field of anti-seismic performance testing of non-structural components used in building electromechanical pipeline facilities, and in particular relates to a test method and test device for antiseismic supports and hangers used in building electromechanical pipeline facilities. Background technique [0002] The anti-seismic support and hanger is an anti-seismic support facility firmly connected with the building structure composed of anchors, reinforced suspenders, anti-seismic connecting members and anti-seismic bracing. The displacement and vibration of the auxiliary mechanical and electrical facilities can reduce or prevent the occurrence of secondary disasters as much as possible, so as to make the auxiliary facilities available after the earthquake and reduce casualties and property losses. is of great significance. The existing domestic standard "General Technical Conditions for Building Seismic Supports an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M7/04
CPCG01M7/022G01M7/025G01M7/04Y02E30/30
Inventor 孙彬张雪芳张晋峰王景涛
Owner CHINA ACAD OF BUILDING RES
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