Concrete fluidization reinforced waterproof compacting agent based on superfine fly ash micro-bead
An ultra-fine fly ash, waterproof and compact technology, which is applied in the field of building materials, can solve the problems of not being able to reflect fluid concrete and difficult to improve the quality of concrete, and achieve the effects of increasing compactness, significant water reduction effect, and reducing heat of hydration Effect
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Embodiment 1
[0024] Embodiment 1, the fluidization of concrete based on superfine fly ash microbeads strengthens the waterproof compacting agent by superfine fly ash microbeads 74.07% (percentage by weight, the same below), polycarboxylate water reducer 1.48%, UEA expansion 22.62% agent, 0.74% sodium methyl siliconate, 0.74% polydimethylsiloxane, 0.34% ethylene glycol. After adding 5% of the amount of gel material in each square matrix concrete, and then stirring for 1-5 minutes, the prepared fluid concrete can be constructed on site. The liquid concrete prepared by the product and C40 matrix concrete has a slump of 23cm, a normal pressure bleeding rate ratio of 0, a pressure bleeding rate ratio of 10%, and a compressive strength of 16MPa for the 1d, 3d, 7d and 28d concrete respectively. 25MPa, 41MPa and 55MPa, the penetration height ratio is 30%, the 48h water absorption ratio is 60%, good freeze-thaw cycle resistance, and has a certain micro-expansion.
Embodiment 2
[0025] Example 2, Concrete Fluidization Enhanced Waterproof Compacting Agent Based on Ultrafine Fly Ash Microbeads 74.07% of ultrafine fly ash microspheres, 1.28% of polycarboxylate water reducer, 22.82% of UEA expansion agent, methyl silicon It is formulated with sodium alkoxide 0.74%, polydimethylsiloxane 0.74%, and ethylene glycol 0.34%. After adding 7% of the amount of gel material in each square matrix concrete, and then stirring for 1-5 minutes, the prepared fluid concrete can be constructed on site. The liquid concrete prepared by the product and C30 matrix concrete has a slump of 22.5cm, a normal pressure bleeding rate ratio of 0, a pressure bleeding rate ratio of 9%, and a compressive strength of 10MPa for 1d, 3d, 7d and 28d concrete respectively. , 19MPa, 35MPa and 50MPa, the penetration height ratio is 29%, the 48h water absorption ratio is 60%, the freeze-thaw cycle resistance is good, and it has a certain micro-expansion.
Embodiment 3
[0026] Example 3, Concrete Fluidization Enhanced Waterproofing Compacting Agent Based on Ultrafine Fly Ash Microbeads 74.07% of Ultrafine Fly Ash Microspheres, 1.08% of Polycarboxylate Water Reducer, 23.02% of UEA Expansion Agent, Methyl Silicon It is formulated with sodium alkoxide 0.74%, polydimethylsiloxane 0.74%, and ethylene glycol 0.34%. After adding 9% of the amount of gel material in each square matrix concrete, and then stirring for 1-5 minutes, the prepared fluid concrete can be constructed on site. The liquid concrete prepared by the product and C50 matrix concrete has a slump of 22cm, a normal pressure bleeding rate ratio of 0, a pressure bleeding rate ratio of 10%, and a compressive strength of 20MPa for 1d, 3d, 7d and 28d of concrete, respectively. 41MPa, 54MPa and 73MPa, the penetration height ratio is 25%, the 48h water absorption ratio is 55%, good freeze-thaw cycle resistance, and has a certain micro-expansion.
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Abstract
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