Concrete additive capable of resisting microbiological corrosion of concrete
A concrete admixture and microbial corrosion technology, applied in the field of concrete admixtures, can solve the problems of low net content and long-term retention rate of fungicides, environmental pollution of metal compounds, environmental management load, etc., to inhibit or reduce the generation of biological sulfuric acid , Efficient bio-corrosion effect, good dispersion effect
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[0031] Example 1
[0032] 1) Preparation of bactericidal additive: it is composed of cuprous oxide, nitrate and metal phthalocyanine compound, and its composition is cuprous oxide, sodium nitrate and metal iron phthalocyanine, the ratio is 1:1:1.
[0033] 2) After adding this kind of 0.3% of the total concrete bactericidal admixture to the concrete, conduct the corrosion test of the concrete sample
[0034] 3) Corrosion test of concrete sample
[0035] The corroded concrete specimen is a 28-day-old standard impermeable specimen with 0.3% admixture. The corrosion medium is immersed in a corrosive medium. The corrosive medium is artificially strengthened sewage with a large number of sulfate-corrosive bacteria produced by the laboratory.
[0036] During the test, the sample was first immersed in artificially enhanced sewage for 15h, and then dried for 6h. In this way, the total time of each dry and wet cycle is controlled at (24+2)h. After 20 wet and dry cycles, the compressive strength ...
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[0037] Example 2
[0038] 1) Preparation of bactericidal additives: cuprous oxide, potassium nitrate and metal copper phthalocyanine compound, the ratio is 1:1:1.
[0039] 2) After adding this kind of 0.3% of the total concrete bactericidal admixture to the concrete, conduct the corrosion test of the concrete sample
[0040] 3) Corrosion test of concrete sample
[0041] The corroded concrete specimen is a 28-day-old standard impermeable specimen with 0.3% admixture. The corrosion medium is immersed in a corrosive medium. The corrosive medium is artificially strengthened sewage with a large number of sulfate-corrosive bacteria produced by the laboratory.
[0042] During the test, the sample was first immersed in artificially enhanced sewage for 15h, and then dried for 6h. In this way, the total time of each dry-wet cycle was controlled at (24+2)h. After 20 wet and dry cycles, the compressive strength of the concrete subjected to sulfate attack was measured, and then the compressive stre...
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