Method for testing concrete performance under pressure stress-chemical coupling effect and device thereof

A test method and technology for concrete specimens, which are used in measuring devices, using stable tension/pressure to test the strength of materials, scientific instruments, etc. The effect of low economic cost

Inactive Publication Date: 2010-06-09
SOUTHEAST UNIV
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  • Claims
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Problems solved by technology

[0004] In order to solve the shortcomings in the prior art that the chemical corrosion characteristics of concrete cannot be studied under the continuous compressive stress state, the present invention provides a concrete performance test method and its device under the compressive stress-chemical coupling effect, which can be tested under a long-term constant pressure Test the effect of chemical corrosion on the performance of concrete under action

Method used

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  • Method for testing concrete performance under pressure stress-chemical coupling effect and device thereof
  • Method for testing concrete performance under pressure stress-chemical coupling effect and device thereof
  • Method for testing concrete performance under pressure stress-chemical coupling effect and device thereof

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Embodiment 1

[0029] The first step, the calculation of steel bar strength requirements:

[0030] Assuming the section A of the concrete, in this example, take 100×100mm 2 , then the smaller the diameter of the reserved channel, the smaller the impact on the performance of the concrete specimen under compression. Assume that the diameter of the steel bar is D, the maximum load is P, and the average stress in the section is σ×A. In this example, 400KN is used for calculation, then The design value f of the tensile strength of the reinforcement must be greater than If the diameter of the steel bar is 25mm, then there are

[0031] f > P π D 2 / 4 = 400000 / ( 3.14 * 25 * 25 / 4 ) = 816 MPa ...

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Abstract

The invention discloses a method for testing concrete performance under pressure stress-chemical coupling effect and a device thereof. The method applies a pressure stress to a test piece through a prestressing mode, and provides specific chemical corrosion action through a matched sealing device so as to apply a pull force to concrete and apply common chemical action at the same time. The internal stress of the concrete is monitored through a pressure sensor, the pressure stress is kept constant through secondary tension prestressing force, and the sealing device is arranged on the middle part of the concrete test piece to provide the chemical action, so the corrosion action of the chemical medium on a loading device is avoided; and a sealed box can provide one or more chemical erosion environments of carbonization, sulfate erosion, alkali-aggregate reaction, chloride ion erosion and corrosion. The device has a string structure, and can conveniently apply the pressure stress-chemical coupling effects of different conditions to a plurality of concrete test pieces.

Description

technical field [0001] The invention relates to a performance test device for concrete under the action of compressive stress-chemical coupling, in particular to a concrete performance test device which can not only keep the concrete in a state of constant pressure, but also provide carbonization, alkali-aggregate reaction, sulfate erosion, dissolution, and chlorine salt erosion. One or more chemical action methods and test devices. Background technique [0002] At present, the durability research of concrete is mostly carried out for a single chemical action, and almost all concrete structures in actual engineering are subjected to mechanical load and chemical corrosion at the same time, mechanical load will cause internal damage of concrete, and internal damage of concrete will accelerate erosion The corrosion rate of the medium can accelerate the process of chemical damage, and the chemical damage will cause the strength and stiffness of concrete to decrease, and further ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/08G01N3/02G01N17/00
Inventor 钱春香王辉
Owner SOUTHEAST UNIV
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