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Concrete self-shrinkage deformation and thermal expansion coefficient measuring device and measuring method

A technology of thermal expansion coefficient and measuring device, applied in the direction of material thermal expansion coefficient, material thermal development, etc., can solve problems such as inconsistency, not real temperature difference, concrete cracking, etc., and achieve the effect of convenient operation, simple production, and clear measurement principle

Inactive Publication Date: 2020-05-08
CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Concrete cracking is a problem that has not been fundamentally solved but cannot be avoided
Existing measuring devices and measuring methods are difficult to achieve
Such as CN101701925A, CN101865865A, CN202066814U, CN101000338A, CN103558246A, CN108181346A, CN108226215A patent disclosed measuring method can only measure the concrete thermal expansion coefficient after hardening, can't measure the thermal expansion coefficient of super-early age fresh concrete since pouring moment
The measurement methods disclosed in CN102608152A and CN103293179A patents make the actual temperature inside the concrete different from the ambient temperature, that is, there is a temperature gradient field inside the concrete, so that the calculated temperature difference is not the real temperature difference, and the measurement method does not peel off the self-shrinkage
But in fact, when the thermal expansion of concrete occurs, it is not about -2 ~ 3 ℃, which is not consistent with the actual situation.

Method used

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  • Concrete self-shrinkage deformation and thermal expansion coefficient measuring device and measuring method
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  • Concrete self-shrinkage deformation and thermal expansion coefficient measuring device and measuring method

Examples

Experimental program
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Effect test

Embodiment 1

[0042] Example 1: Measurement of early autogenous shrinkage deformation of concrete

[0043] The cement used in the concrete of this embodiment is P.O 42.5 ordinary Portland cement; the fly ash used is a first-grade low-calcium ash, and its water demand ratio is 95%; the water reducer used is PCA-I type polycarboxylic acid high Performance superplasticizer with a solid content of 30%; the fine aggregate used is river sand with a fineness modulus of 2.6, which belongs to medium sand with a mud content <1%; the coarse aggregate used is limestone gravel with a particle size of 5~ 20mm continuous gradation.

[0044] The concrete mix ratio used is 240kg / m3 of cement, 60kg / m3 of fly ash, 186kg / m3 of water, 750kg / m3 of fine aggregate and 1150kg / m3 of coarse aggregate. The 28-day strength of the concrete used is 37MPa.

[0045] Adopt above-mentioned measuring device, measuring method comprises the following steps:

[0046] S11, in the mold 4, first install the polytetrafluoroethyle...

Embodiment 2

[0053] Example 2: Measurement of Early Thermal Expansion Coefficient of Concrete

[0054] The concrete raw materials and mix proportions used in embodiment two are the same as those in embodiment one, and will not be described again. Adopt above-mentioned measuring device, measuring method comprises the following steps:

[0055] S11, in the mold 4, first install the polytetrafluoroethylene layer 32 and the liner 31, then install the temperature control software layer 6, then attach a layer of plastic film 11 inside the temperature control software layer 6, and finally install the probe 1 and a guide rod 9, one end of the guide rod 9 passes through the tunnel and is connected with the measuring head;

[0056] S12, pouring concrete in the mold 4, pre-embedding a temperature sensor installation pipe 8 at the center of the concrete specimen during pouring, the temperature sensor installation pipe 8 is used to install the temperature sensor 7;

[0057] S13, after pouring concrete...

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Abstract

The invention discloses a concrete self-contraction deformation and thermal expansion coefficient measuring device and a measuring method. The device comprises: a mold and a lining template, wherein the mold is a square container with an opening in the upper portion, the lining template comprises a lining plate attached to the periphery of the inner wall of the mold and a polytetrafluoroethylene layer arranged on the bottom face of the inner side of the mold, and ducts are formed in the two ends of the mold respectively; a displacement testing system which comprises a data acquisition module,measuring heads, displacement sensors and guide rods, wherein the measuring heads, the displacement sensors and the guide rods are arranged corresponding to the ducts, the measuring heads and the ducts are correspondingly pre-buried at the end of a concrete test piece, one ends of the guide rods are connected with the measuring heads, the other ends of the guide rods are connected with the displacement sensors, and the data acquisition module is connected with the displacement sensors; a temperature control system which comprises a temperature sensor, a temperature control soft body layer anda temperature control module, wherein the temperature sensor is pre-buried in concrete, the temperature control soft body layer is attached to the inner side of the lining template, a plastic film isfurther attached to the inner side of the lining template, and the temperature control module collects and controls the temperature of the temperature control soft body layer in real time.

Description

technical field [0001] The invention relates to the field of civil engineering materials, in particular to a measuring device and method for measuring self-shrinkage deformation and thermal expansion coefficient of concrete. Background technique [0002] Concrete cracking is an unavoidable problem that has not been fundamentally resolved. Modern high-performance concrete requires concrete to have high durability, but the generation of cracks is bound to be detrimental to the durability of concrete. Cracks provide a way for external substances (such as various ions, water, air, etc.) to corrode concrete. These substances will trigger various reactions, accelerate the deterioration of concrete quality and rust the steel bars, and the deterioration of concrete quality will accelerate the above process. Therefore, the cracks Presence greatly reduces the service life of the structure, reducing durability. From the perspective of the mechanical principle of concrete cracks, the ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N25/16G01N25/20
CPCG01N25/16G01N25/20
Inventor 丁小平韩宇栋曾滨王晟侯东伟郝挺宇宋涛文
Owner CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP
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