Marine concrete corrosion resistant additive and preparation thereof
A marine concrete and corrosion-resistant technology, applied in the field of building materials, can solve problems such as difficult design ideas, complex and diverse raw materials, increased quality control, etc., to improve corrosion resistance such as sulfate, improve impermeability and anti-corrosion Chemical aggressiveness, compensating effect of late shrinkage
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Embodiment 1
[0051] Calcium sulfoaluminate expansion agent 10%
[0052] Sodium methyl naphthalene sulfonate superplasticizer 0.5%
[0053] Air-entraining agent 0.01%
[0055] Neopentyl Glycol 0.8%
[0056] Polypropylene fiber 0.5%
[0057] Finely ground slag powder 20%
[0058] Silica fume 30%
[0059] Ultrafine fly ash 25%
[0060] Quartz sand 12.69%
[0061] The marine concrete corrosion-resistant admixture prepared by the above proportion is mixed into the C40 marine concrete according to 10% of the cement mass in the marine concrete. The 28-day electric flux of the marine concrete is less than 1000C, and the 28-day compressive strength is increased by 10% compared with the reference concrete.
Embodiment 2
[0063] Calcium sulfoaluminate expansion agent 25%
[0064] Sodium methyl naphthalene sulfonate superplasticizer 1%
[0065] Air-entraining agent 0.05%
[0066] Silicone powder 0.5%
[0067] Neopentyl Glycol 0.2%
[0068] Polypropylene fiber 0.3%
[0069] Ground slag powder 20.5%
[0070] Silica fume 25%
[0071] Superfine fly ash 20%
[0072] Quartz sand 7.45%
[0073] The marine concrete corrosion-resistant admixture prepared in the above proportion is mixed into the C40 marine concrete according to 10% of the amount of cementitious material in the marine concrete. The 28-day electric flux of the marine concrete is less than 900C, and the 28-day compressive strength is 15% higher than that of the reference concrete.
Embodiment 3
[0075] Calcium sulfoaluminate expansion agent 10%
[0076] Sodium methyl naphthalene sulfonate superplasticizer 1%
[0077] Air-entraining agent 0.01%
[0078] Silicone powder 0.5%
[0079] Neopentyl Glycol 0.5%
[0080] Polypropylene fiber 0.3%
[0081] Ground slag powder 25%
[0082] Silica fume 40%
[0083] Ultrafine fly ash 10%
[0084] Quartz sand 12.69%
[0085] The marine concrete corrosion-resistant admixture prepared in the above proportion is mixed into the C40 marine concrete according to 10% of the amount of cementitious material in the marine concrete. The 28-day electric flux of the marine concrete is less than 900C, and the 28-day compressive strength is 18% higher than that of the reference concrete.
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