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Test method for measuring uniform and non-uniform constraining force of concrete filled steel tubular column by adopting piezoelectric film

A kind of technology of concrete filled steel tubular column and piezoelectric film

Active Publication Date: 2020-04-10
WUHAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, because the hoop binding force of the steel pipe to the core concrete exists on the narrow interface between the steel pipe and the concrete, the ordinary stress-strain measurement device cannot be installed, and for the square steel pipe, its binding effect on the core concrete is still weak. It is inhomogeneous, and it is even more impossible to install multiple measuring devices on the same cross section
Piezoelectric film is light, thin, durable, and can work passively. It is currently widely used in medical sensors, but there is no report on the binding force detection of steel tube concrete.

Method used

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  • Test method for measuring uniform and non-uniform constraining force of concrete filled steel tubular column by adopting piezoelectric film
  • Test method for measuring uniform and non-uniform constraining force of concrete filled steel tubular column by adopting piezoelectric film

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Embodiment Construction

[0017] The specific implementation manner of the present invention will be described below in conjunction with the technical scheme of the present invention and the accompanying drawings. Before the core concrete is poured, the piezoelectric film 2 with a thickness of only 28 μm is pasted on the inner side of the steel pipe. When the steel tube concrete column 1 is under load, the change of the electrical signal between the upper and lower electrodes of the piezoelectric film 2 can directly obtain uniformity and non-uniformity. restraint pressure.

[0018] Specifically, the method includes the following steps:

[0019] (1) For a concrete-filled steel tube column 1 with a diameter of 219 mm and a length of 657 mm, the self-compacting concrete with a compressive strength of C40 is filled inside, before the core concrete is poured, the thickness is only 28 μm, and the size is 0.6 cm × 0.9 cm , the effective area is 0.35cm 2 , with a dielectric constant of 110×10 -12 The piezoe...

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Abstract

The invention discloses a test method for measuring uniform and non-uniform constraining force of a concrete filled steel tubular column by adopting a piezoelectric film. According to the invention, the piezoelectric film with the thickness of only 28 [mu]m is pasted on the inner side of the steel pipe, a hole is formed in the position 2-30 d away from the pasting surface to lead out a wire to output a piezoelectric signal, and d is the diameter of the hole, so that inaccurate measurement of the constraining force of the measurement position caused by stress concentration of the hole positionis avoided. The high sensitivity of the piezoelectric film to dynamic stress is utilized, and the interaction force between the steel pipe and concrete is measured through the change of electric signals between the upper and lower electrodes of the film. The device cannot damage the interface characteristics of the steel pipe and the concrete, and the film is thin and easy to place, the test device is simple, the measurement operation is easy to implement, the measurement result is visual, the sensitivity and accuracy are high, the actual measurement of the hoop constraint force in the whole stress process can be realized, the real-time detection of the hoop constraint force in the construction or service process is realized, and the real-time monitoring of the safety and health of the structure can be realized.

Description

technical field [0001] The invention relates to the technical field of ultrasonic non-destructive testing, in particular to a test method for measuring the uniform and non-uniform binding force of a steel pipe concrete column by using a piezoelectric film. Background technique [0002] During the compression process of CFST columns, the steel pipes will have a hoop restraint effect on the core concrete, which greatly improves the strength and ductility of the concrete. Mechanical properties play a crucial role. However, because the hoop binding force of the steel pipe to the core concrete exists on the narrow interface between the steel pipe and the concrete, the ordinary stress-strain measurement device cannot be installed, and for the square steel pipe, its binding effect on the core concrete is still weak. In a non-uniform state, it is even more impossible to install multiple measuring devices on the same cross section. Piezoelectric films are light, thin, durable, and ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01L1/16G01N3/06E04C3/34
CPCE04C3/34G01L1/16G01N3/066G01N2203/0019G01N2203/0266G01N2203/0676
Inventor 梁鸿骏蒋燕鞠胡霁月李伟捷颜宇鸿王常宝赵晓博
Owner WUHAN UNIV
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