Microbial corrosion-resistant concrete additive
A concrete admixture and anti-microbial technology, which is applied in the field of concrete admixtures, can solve the problems of shortened service life of concrete facilities, concrete surface fouling, economic losses, etc., achieve high-efficiency anti-microbial corrosion of concrete, and inhibit or reduce the effect of biological sulfuric acid Good effect of generation and dispersion
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Embodiment 1
[0024] 1) Preparation of bactericidal admixture: anhydrous copper sulfate, nitrite and metal phthalocyanine compound, the composition is anhydrous copper sulfate, sodium nitrate and metal iron phthalocyanine, the ratio is 1:1:1.
[0025] 2) After adding this 0.3% bactericidal admixture to the concrete, the corrosion test of the concrete sample was carried out
[0026] 3) Corrosion test of concrete samples
[0027] The corroded concrete specimen is a standard anti-seepage specimen with 0.3% admixture of 28 days old, which is soaked in a corrosive medium. The corrosive medium is artificially strengthened sewage with a large number of sulfate corrosion bacteria self-made in the laboratory.
[0028] During the test, the sample was first soaked in artificially enhanced sewage for 15 hours, and then dried for 6 hours. In this cycle test, the total time of each dry-wet cycle was controlled at (24+2)h. After 20 dry-wet cycles, measure the compressive strength of the concrete subjecte...
Embodiment 2
[0030] 1) Preparation of bactericidal admixture: composed of anhydrous copper sulfate, nitrite and metal copper phthalocyanine compound, the ratio is 1:1:1.
[0031] 2) After adding this 0.3% bactericidal admixture to the concrete, the corrosion test of the concrete sample was carried out
[0032] 3) Corrosion test of concrete samples
[0033] The corroded concrete specimen is a standard anti-seepage specimen with 0.3% admixture of 28 days old, which is soaked in a corrosive medium. The corrosive medium is artificially strengthened sewage with a large number of sulfate corrosion bacteria self-made in the laboratory.
[0034] During the test, the sample was first soaked in artificially enhanced sewage for 15 hours, and then dried for 6 hours. In this cycle test, the total time of each dry-wet cycle was controlled at (24+2)h. After 20 dry-wet cycles, measure the compressive strength of the concrete subjected to sulfate attack, and then calculate the compressive strength and cor...
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