Fly ash concrete carbon adsorption inhibitor and application thereof
A carbon adsorption inhibitor and concrete technology, applied in the field of building materials, can solve the problems of increased dosage, decreased concrete strength, poor concrete workability, etc., and achieves the effects of strong bubble stability, uniform bubble size and small coefficient of variation
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Embodiment 1
[0021] Embodiment 1: The mixing ratio of fly ash concrete carbon adsorption inhibitor is: 7 parts of benzylamine, 26 parts of sodium diisopropylnaphthalene sulfonate, 38 parts of ethylene glycol phenyl ether, 12 parts of lithium o-hydroxybenzoate, acrylic acid- 6 parts of 2-acrylamide-2-methylpropanesulfonic acid copolymer (average molecular weight: 1000), 5 parts of sodium ethylenediamine tetramethylene phosphonate, 6 parts of γ-glycidyl etheroxypropyl trimethoxysilane , the dosage is 0.008% of the total weight of the gelling material.
[0022] The application of the above fly ash concrete carbon adsorption inhibitor in the preparation of fly ash concrete is as follows: the above inhibitor is sprayed on the surface of the fly ash by spraying, and then mixed with other components of the concrete for use after stirring evenly.
[0023] Fly ash concrete is composed of fly ash, cement, other mineral admixtures, water, chemical admixtures, coarse aggregate, and fine aggregate. Th...
Embodiment 2
[0028] Embodiment 2: basically the same as Example 1, the difference is that the fly ash concrete carbon adsorption inhibitor mix ratio and dosage are as follows: 5 parts in benzylamine, 12 parts in sodium diisopropylnaphthalene sulfonate, ethylene disulfonate 50 parts of alcohol phenyl ether, 14 parts of lithium o-hydroxybenzoate, 6 parts of acrylic acid-2-acrylamide-2-methylpropanesulfonic acid copolymer (average molecular weight 1200), 3 parts of sodium ethylenediamine tetramethylene phosphonate 10 parts, γ-glycidyl etheroxypropyl trimethoxysilane.
[0029] The amount of carbon adsorption inhibitor in fly ash concrete is 0.005% of the total amount of cementitious materials.
Embodiment 3
[0030] Embodiment 3: substantially the same as Example 1, the difference is that the fly ash concrete carbon adsorption inhibitor compounding ratio and dosage are as follows: 7 parts of benzylamine, 26 parts of sodium diisopropylnaphthalene sulfonate, ethylene glycol 38 parts of alcohol phenyl ether, 12 parts of lithium o-hydroxybenzoate, 6 parts of acrylic acid-2-acrylamide-2-methylpropanesulfonic acid copolymer (average molecular weight 1500), 5 parts of sodium ethylenediamine tetramethylene phosphonate 6 parts, γ-glycidyl etheroxypropyl trimethoxysilane 6 parts.
[0031] The amount of carbon adsorption inhibitor in fly ash concrete is 0.05% of the total amount of cementitious materials.
[0032] Its performance evaluation index is carried out in accordance with "Test Method for Performance of Ordinary Concrete Mixture" (GB / T 50080-2002) and "Test Method for Ordinary Concrete Mechanics" (GB / T 50081-2002), and its specific performance index is shown in Table 1 .
[0033]
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