Concrete admixture containing steel slag and straw ash and preparation method of concrete admixture
A technology of concrete and external admixture, applied in the field of building materials, can solve the problems of rising soil surface temperature, polluting the air environment, reducing agricultural income, etc., and achieve the effect of improving flexural strength and compressive strength
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[0037] ginseng figure 1 As shown, the present invention also discloses a preparation method of concrete external admixture comprising steel slag and straw ash, comprising:
[0038] 300-500 parts of steel slag and 5-10 parts of stearic acid are mixed according to parts by mass and then ground for 10 minutes to 30 minutes to obtain the first mixture. When grinding, stearic acid can play the role of grinding aid, further reducing the average particle size of steel slag;
[0039] Mix 100-200 parts of straw ash and 10-20 parts of water reducer according to parts by mass, stir evenly, and stand at 20°C-30°C for 1h-5h to obtain the second mixture;
[0040] The first mixture, the second mixture, 40-50 parts of fly ash and 20-30 parts of cinder are mixed and stirred evenly to obtain the concrete external admixture.
Embodiment 1
[0043] Concrete external admixture in the present embodiment comprises by mass fraction:
[0044] 500 parts of steel slag; 180 parts of straw ash; 15 parts of water reducing agent; 16 parts of stearic acid; 40 parts of fly ash; 30 parts of cinder.
[0045] Wherein, the average particle size of the steel slag is less than or equal to 50 μm.
[0046] The preparation method of concrete external admixture in the present embodiment comprises:
[0047] Mix 500 parts of steel slag and 15 parts of stearic acid in parts by mass and grind for 25 minutes to obtain the first mixture;
[0048] Mix 180 parts of straw ash and 18 parts of water reducing agent in parts by mass, stir evenly, and let stand at 25°C for 4 hours to obtain the second mixture;
[0049] The first mixture, the second mixture, 40 parts of fly ash and 30 parts of cinder are mixed and stirred evenly to obtain the concrete external admixture.
Embodiment 2
[0051] Concrete external admixture in the present embodiment comprises by mass fraction:
[0052] 400 parts of steel slag; 180 parts of straw ash; 18 parts of water reducing agent; 16 parts of stearic acid; 40 parts of fly ash; 30 parts of cinder.
[0053] Wherein, the average particle size of the steel slag is less than or equal to 50 μm.
[0054] The preparation method of concrete external admixture in the present embodiment comprises:
[0055] Mix 400 parts of steel slag and 16 parts of stearic acid in parts by mass and grind for 30 minutes to obtain the first mixture;
[0056] Mix 180 parts of straw ash and 18 parts of water reducing agent in parts by mass, stir evenly, and let stand at 25°C for 4 hours to obtain the second mixture;
[0057] The first mixture, the second mixture, 40 parts of fly ash and 30 parts of cinder are mixed and stirred evenly to obtain the concrete external admixture.
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