Composite admixture for high strength concrete and preparation method thereof
A composite admixture and high-strength concrete technology, which is applied in the field of building material concrete, can solve the problems of reducing the heat of hydration, reducing the porosity of high-strength concrete, complex processes, etc., so as to reduce the heat of hydration and porosity and enhance the hydration effect. , the effect of durability improvement
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Embodiment 1
[0029] The invention provides a composite admixture for high-strength concrete and a preparation method thereof;
[0030] Based on the preparation of 1 ton of high-strength concrete admixture, it includes 10kg of cement clinker, 200kg of silica fume, 200kg of finely ground sulfur-fixing ash, 200kg of superfine fly ash, 10kg of plasticizer, 10kg of strength activator, and finely ground slag powder 370kg.
[0031] The cement clinker is Portland cement clinker, produced by Chongqing Lafarge Cement, the model is 42.5R.
[0032] The specific surface area of silica fume is required to be greater than 15000m 2 / kg. .
[0033] The specific surface area of finely ground sulfur-fixed ash is 600-800m 2 / kg can be.
[0034] The specific surface area of ultrafine fly ash is 1000-2000 m 2 / kg can be.
[0035] The plasticizer is powdered polycarboxylate water reducer.
[0036] The specific surface area of finely ground slag powder is 400-600 m 2 / kg, the 28d activity index i...
Embodiment 2
[0057] The preparation method of the composite admixture in this example is the same as that in Example 1, the main difference lies in the proportioning of each component.
[0058] In order to prepare 1 ton of high-strength concrete composite admixture, it consists of the following components in weight percentage: 30kg of cement clinker, 300kg of silica fume, 300kg of ground sulfur-fixed ash, 300kg of ultrafine fly ash, 20kg of plasticizer, Strength stimulating agent 20kg, ground slag powder 30kg.
[0059] With reference to the experimental method of Example 1, the test results obtained are as follows.
[0060] serial number Concrete cementitious material (kg / m 3 ) Composite admixture of the present invention (kg / m 3 ) Traditional admixture (kg / m 3 ) Granular aggregate (kg / m 3 ) water-binder ratio 7d strength (MPa) 28d strength (MPa) The total cracking area per unit area c (mm 2 / m 2 ) 1 450 50 0 1800 0.3 62.9 66.9 100<c<400
Embodiment 3
[0062] The preparation method of the composite admixture in this example is the same as that in Example 1, the main difference lies in the proportioning of each component.
[0063] In order to prepare 1 ton of high-strength concrete composite admixture, it consists of the following components in weight percentage: 20kg of cement clinker, 250kg of silica fume, 240kg of finely ground sulfur-fixed ash, 260kg of ultrafine fly ash, 16kg of plasticizer, Strength stimulating agent 15kg, ground slag powder 199kg.
[0064] With reference to the experimental method of Example 1, the test results obtained are as follows.
[0065] serial number Concrete cementitious material (kg / m 3 ) Composite admixture of the present invention (kg / m 3 ) Traditional admixture (kg / m 3 ) Granular aggregate (kg / m 3 ) water-binder ratio 7d strength (MPa) 28d strength (MPa) The total cracking area per unit area c (mm 2 / m 2 ) 1 450 50 0 1800 0.3 61.9 66.7 400<c<700 ...
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Abstract
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