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Anti-seismic performance testing equipment and method for anti-seismic support hanger component and inclined strut assembly

A technology of anti-seismic performance and testing equipment, which is applied in the direction of machine/structural component testing, vibration testing, measuring devices, etc., and can solve problems such as difficult customer scheme design, inability to obtain component seismic performance, and inconsistent test results

Pending Publication Date: 2021-05-04
SHENZHEN UNICORN TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

According to Article 8.2.5 of the national standard GB50981-2014 "Code for Seismic Design of Building Mechanical and Electrical Engineering", during the project implementation process, the seismic connection members, tube bundles, anchors, etc. in the seismic support and hanger need to be checked for strength. The product involves a special structure and is not a standard part. The design value of the bearing capacity of the component cannot be calculated through simple calculations, and can only be tested through experiments.
[0003] There are two existing test methods. One is to use a cyclic loading testing machine to test the bracket assembly (the whole set of brackets). Due to the complexity and diversity of the actual construction environment, the size, form, and type of the brackets are different, and the versatility is low. , the use of the same set of testing equipment and testing methods will easily lead to test results inconsistent with the actual situation, and it is impossible to provide specific seismic performance indicators of the component to the design unit and application customers, making it difficult for customers to carry out scientific and accurate scheme design; the second is The universal loading testing machine is used to test the bracket components (single member). The equipment can only be loaded in one direction, and a single member can only perform one-way tensile or compressive resistance during the test process. However, the effect of the earthquake is cyclical reciprocating motion, and the steel Fatigue will occur in the process of reciprocating motion, resulting in a decrease in the mechanical performance of the material. Therefore, the true seismic performance of the component cannot be obtained by using the unidirectional loading test method.

Method used

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  • Anti-seismic performance testing equipment and method for anti-seismic support hanger component and inclined strut assembly
  • Anti-seismic performance testing equipment and method for anti-seismic support hanger component and inclined strut assembly
  • Anti-seismic performance testing equipment and method for anti-seismic support hanger component and inclined strut assembly

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0123] like figure 2 , image 3 As shown, the connector 32 is a building structure connector 321, the building structure connector 321 includes a fixed part 3211 and a movable part 3212, the fixed part 3211 and the movable part 3212 are hinged, and one end of the movable part 3212 is provided with a clip, and the movable part 3212 passes through The clip part is fixedly connected with one end of the anti-seismic brace 31, and is connected through bolt reinforcement. The other end of the anti-seismic brace 31 is provided with a connecting hole 311, through which the anti-seismic brace 31 is fixedly connected with the test equipment. The diameter of the connection hole 311 is 12 mm.

[0124] The positioning piece 2 is an angle steel 22 , triangular supports 221 are arranged on both sides of the angle steel 22 , and several positioning holes 222 are arranged on the upper surface of the angle steel 22 . The fixing part 3211 on the building structure connecting part 321 is alig...

Embodiment 2

[0129] like Figure 4 , Figure 5 As shown, the DUT 3 includes a pipe connection fixture 323 and an anti-seismic brace 31 , and the pipe connection fixture 323 is fixedly connected to one end of the anti-seismic brace 31 through a connecting member 3231 . One end of the connecting member 3231 is fixedly connected with the pipeline connecting fixture 323 by bolts, and the other end of the connecting member 3231 is provided with a clamp, through which the connecting member 3231 is fixedly connected with one end of the anti-seismic brace 31 and reinforced by bolts. The other end of the anti-seismic brace 31 is provided with a connecting hole 311, through which the anti-seismic brace 31 is fixedly connected with the test equipment. The diameter of the connection hole 311 is 12 mm.

[0130] The positioning part 2 includes a positioning base 231 and a connecting pipe fitting 232. The connecting pipe fitting 232 is fixed between the side walls at both ends of the positioning base 2...

Embodiment 3

[0134] Such as Image 6 , Figure 7 As shown, the test piece 3 includes a steel structure fixture 322, an anti-seismic brace 31 and a fixing part 3211. One end of the steel structure fixture 322 and the fixing part 3211 is fixedly connected by a bolt, and the other end of the fixing part 3211 is connected to the anti-seismic brace 31 through a bolt. One end is fixedly connected, so that the fixing part 3211 is hinged with the anti-seismic brace 31. The other end of the anti-seismic brace 31 is provided with a connecting hole 311, through which the anti-seismic brace 31 is fixedly connected with the test equipment. The diameter of the connection hole 311 is 12 mm.

[0135] The positioning part 2 is a steel plate 24 provided with wing plates at the upper and lower ends, and the steel structure clamp 322 clamps one of the wing plates, so that the positioning part 2 is fixedly connected with the connecting part 32 .

[0136] The fixed guide rail 4 is provided with a bolt fixing...

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Abstract

The invention discloses anti-seismic performance testing equipment and method for an anti-seismic support hanger component and an inclined strut assembly. Each to-be-tested piece is fixed through the testing equipment, and the testing equipment is provided with fixed guide rails and different positioning pieces for fixing the two ends of the to-be-tested piece so that the anti-seismic performance of the to-be-tested pieces with different lengths and different angles is tested. An alternating stress impact is applied to the to-be-tested pieces through fixed guide rails so as to simulate the stress characteristics and deformation characteristics of the to-be-tested pieces in circulating reciprocating motion during an earthquake, and the vibration effect of the to-be-tested pieces is obtained by using a quasi-static method so that the aim of verification in advance is fulfilled, and the anti-seismic mechanical properties of the to-be-tested pieces are more conveniently and quickly tested.

Description

technical field [0001] The present invention relates to the technical field of anti-seismic support and hanger testing, and more specifically, relates to an anti-seismic performance testing device and method for anti-seismic support and hanger components and diagonal brace assemblies. Background technique [0002] In addition to directly threatening the safety of human life and property, the hazards of earthquakes also include secondary disasters caused by earthquakes, such as floods, fires, poisonous gas pollution, etc. For this reason, on August 1, 2015, the country officially implemented the mandatory national standard GB50981- The 2014 "Code for Seismic Design of Building Electromechanical Engineering" ensures that the electromechanical system can work normally after an earthquake to deal with secondary disasters and minimize the impact of earthquake disasters on people. According to Article 8.2.5 of the national standard GB50981-2014 "Code for Seismic Design of Building...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M7/02
CPCG01M7/025
Inventor 严丰麦海东练永派杨洪源曹坚文潘振坚
Owner SHENZHEN UNICORN TECH
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