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Recyclable complete device for test on bending hysteresis of structural pillar under action of long-time load

A long-term load and structural column technology, applied in the field of experimental research on building structural components, can solve the problems of large waste and high cost, and achieve the effect of convenient construction, low cost and simple structure

Active Publication Date: 2012-06-27
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to simulate the actual force of the structural column of the building, the long-term longitudinal load is applied first, and after the load is held for a predetermined time, the model column and its supporting devices for applying the long-term longitudinal load are directly placed on the compression bending hysteresis performance testing machine for reciprocating horizontal load At the same time, in order to solve the structural column compression bending hysteretic performance test, all the materials of the traditional test specimen can only be used once, and there are problems such as high cost and waste, and then provide a recyclable long-term load. Supporting device for structural column compression bending hysteresis test

Method used

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  • Recyclable complete device for test on bending hysteresis of structural pillar under action of long-time load
  • Recyclable complete device for test on bending hysteresis of structural pillar under action of long-time load
  • Recyclable complete device for test on bending hysteresis of structural pillar under action of long-time load

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specific Embodiment approach 1

[0021] Specific implementation mode one: the following combination Figure 1-9 , Figure 10-13 and Figure 22 Specifically explaining this embodiment, the supporting device for compression bending hysteresis test of structural columns under long-term loads described in this embodiment includes specimens, four anchoring supports 18, four loading supports 19, four precision Rolled rebar 20, four pressure sensors 21, four tension jacks 22 and four tension end nuts 17, the test piece includes a steel tube concrete column 1 and two rigid beam sections, the upper and lower ends of the steel tube concrete column 1 Each rigid beam section is installed, and the test piece also includes two connecting ring plates 3 and four stiffening ear plates 6, and each rigid beam section includes an I-shaped steel beam section 4, two stiffening webs 5 and sealing The head cover plate 13; the two connecting ring plates 3 are scattered and set in the center from top to bottom on the steel pipe conc...

specific Embodiment approach 2

[0022] Specific implementation mode two: the following combination Figure 1-9 and Figure 10-13 This embodiment will be specifically described. The connector 7 in this embodiment is a high-strength bolt. Other components and connections are the same as those in the first embodiment.

specific Embodiment approach 3

[0023] Embodiment 3: The cross-sectional shape of the concrete filled steel pipe column 1 in this embodiment is circular, rectangular or polygonal. Other components and connections are the same as those in the first embodiment.

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Abstract

The invention discloses a recyclable complete device for a test on bending hysteresis of a structural pillar under action of a long-time load and relates to a complete device for the test on the bending hysteresis of the structural pillar. The invention aims to simulate the actual stress condition of the structural pillar of a building and solve the problems of waste caused by the disposability of all materials of a test specimen in the test on the bending hysteresis of the structural pillar, and the like. The device comprises a long-time-load loading device and the test specimen; and two ends of a pillar body are detachably connected with an I-shaped steel beam section of a rigid beam section through a stiffening ear plate and a connecting ring plate which are welded on the pillar body, or two ends of the pillar body are detachably connected with the I-shaped steel beam section of the rigid beam section through the stiffening ear plate and the connecting ring plate, which are fixedlyconnected with the pillar body, of a steel tube pillar head, so the rigid beam sections at the two ends of the pillar body can be recycled. The actual stress condition of the structural pillar of thebuilding is simulated by the long-time-load loading device in a real way, namely a long-time longitudinal load is loaded first, and after the load lasts till a preset time, the matching device is puton the bending hysteresis testing machine directly for a reciprocating horizontal load effect test.

Description

technical field [0001] The invention relates to a supporting device for a compression bending hysteresis test of a structural column, in particular to a recyclable supporting device for a bending hysteresis test of a structural column under a long-term load, and belongs to the field of test research on building structural components. Background technique [0002] The compressive bending hysteretic performance test of building structural columns is one of the important means to study its seismic performance and establish the seismic design method of building structural columns. In actual engineering, building structures are generally subject to earthquakes within a certain period of time after they are completed and put into use, so that the structural columns bear the structure's own weight, normal service loads, and seismic forces at the same time. The former will continue to bear the vertical load of the building structure. Because reinforced concrete columns, steel pipe c...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01M7/02
Inventor 王玉银耿悦刘强郭晓松张素梅王庆贺
Owner HARBIN INST OF TECH
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