Rapid Analysis Method of Concrete Chloride Ion Diffusion Coefficient Based on Double Control Lines
A chlorine ion diffusion and rapid analysis technology, which is applied in the field of rapid analysis of the chloride ion diffusion coefficient of concrete, can solve the problems of inability to accurately simulate chloride ions entering the interior of the concrete, large test sample size, time-consuming and labor-intensive problems, etc.
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Embodiment 1
[0024] This embodiment, as a specific example of the rapid analysis method for the chloride ion diffusion coefficient of concrete based on double control lines, comprises the following steps:
[0025] 1. Determination of chloride ion diffusion control depth;
[0026] control figure 1 , take out the concrete specimen exposed to the one-dimensional diffusion of chloride ions at the age of 56 days after being exposed to a sodium chloride solution with a concentration of 16.5% by mass, dry the surface of the specimen, and dry cut the specimen along the direction perpendicular to the exposed surface of the specimen 1. Spray the silver nitrate solution color indicator with a concentration of 0.10mol / L on the section. After the indicator is sprayed for 15 minutes, draw the diffusion contour line 2 with a waterproof pen, and measure the color boundary line of the concrete section in 10 equal parts. The distance from the exposed surface, and the average distance between the color boun...
specific example
[0035] This embodiment, as another specific example of the rapid analysis method for the chloride ion diffusion coefficient of concrete based on double control lines, includes the following steps:
[0036]Take out the concrete specimen affected by the one-dimensional diffusion of chloride ions from the middle drill core of the 14-day-old concrete member exposed to artificial seawater dry-wet cycle conditions, dry the surface of the specimen, and dry cut along the direction perpendicular to the exposed surface of the specimen For the test piece, spray a silver nitrate solution color indicator with a concentration of 0.10mol / L on the section. After the indicator is sprayed for 15 minutes, use a waterproof pen to trace the diffusion contour line, and measure the color boundary line of the concrete section in 10 equal parts. The distance from the exposed surface of the test piece is calculated, and the average distance from the color boundary line to the exposed surface of the test...
Embodiment 3
[0045] This embodiment is a specific example for verifying the effectiveness of the method of the present invention, that is, according to the chloride ion diffusion coefficient analyzed in Example 1 and Example 2, the commercial numerical analysis software ANSYS is used to establish a concrete chloride ion diffusion model, and solve the corresponding exposure The free chloride ion content distribution situation in the concrete during age, then compares with the free chloride ion content that experiment records in embodiment 1 and embodiment 2:
[0046] Based on Fick's second law, the concrete chloride ion diffusion model was established by using the commercial numerical analysis software ANSYS. The concrete chloride ion diffusion coefficient obtained according to the analysis of Example 1 is 441.9mm 2 / a, and the measured surface chloride ion concentration of the concrete specimen is 2.97%, and the commercial numerical analysis software ANSYS is used to solve the distribution...
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