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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Embodiment 1
[0032] 1) Preparation of bactericidal admixture: cuprous oxide, nitrate and metal phthalocyanine compound, the composition is cuprous oxide, sodium nitrate and metal iron phthalocyanine, the ratio is 1:1:1.
[0033] 2) After adding this 0.3% bactericidal admixture to the concrete, the corrosion test of the concrete sample was carried out
[0034] 3) Corrosion test of concrete samples
[0035] 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.
[0036] 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, a...
Embodiment 2
[0038] 1) Preparation of bactericidal admixture: cuprous oxide, potassium nitrate and metal copper phthalocyanine compound, the ratio is 1:1:1.
[0039] 2) After adding this 0.3% bactericidal admixture to the concrete, the corrosion test of the concrete sample was carried out
[0040] 3) Corrosion test of concrete samples
[0041] 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.
[0042] 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 corrosion resist...
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