Self-compacting concrete and preparation method thereof
A self-compacting concrete and stone technology, applied in the field of building materials, can solve the problem that the compressive strength of self-compacting concrete cannot meet the requirements of concrete compressive strength, and achieve the goal of improving self-compacting performance, compressive strength and fluidity Effect
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Embodiment 1
[0046] A self-compacting concrete, comprising the following components per cubic meter of self-compacting concrete:
[0047] 155kg of water;
[0048] Cement 360 kg;
[0049] Sand material 750 kg;
[0050] Stone 980 kg;
[0051] Mineral admixture 160 kg;
[0052] Admixture 6 kg;
[0053] Ultrafine powder 2 kg;
[0054] Modifier 2 kg.
[0055] Among them, the cement is p.042.5 cement, and the sand material is low-alkali active mechanism sand with a fineness modulus of 2.3; the stone material is two gradations of 5-16mm and 5-25mm low-alkali active machine-made crushed stone mixture, and the two The weight ratio of the two is 1:1; the mineral admixture is a mixture of Class I fly ash and S75 mineral powder, and the weight ratio of the two is 2:1; the admixture is a polycarboxylic acid regulator; the ultrafine powder is two Tin oxide; modifiers include absolute ethanol and fluorocarboxylic acid, the weight ratio of the two is 5:2.
[0056] Its preparation method is:
[00...
Embodiment 2
[0062] A self-compacting concrete, comprising the following components per cubic meter of self-compacting concrete:
[0063] 160kg of water;
[0064] 400 kg of cement;
[0065] Sand material 800 kg;
[0066] Stone 960 kg;
[0067] Mineral admixture 180 kg;
[0068] Admixture 6 kg;
[0069] Ultrafine powder 1 kg;
[0070] Modifier 2 kg.
[0071]Among them, the cement is p.042.5 cement, and the sand material is low-alkali active mechanism sand with a fineness modulus of 2.5; the stone material is two gradations of 5-16mm and 5-25mm low-alkali active machine-made crushed stone mixture, and the two The weight ratio is 1:1; the mineral admixture is a mixture of Class I fly ash and S75 mineral powder, and the weight ratio of the two is 3:2; the admixture is a polycarboxylic acid regulator; the ultrafine powder is boron zirconium oxide; the modifying agent includes absolute ethanol and fluorinated carboxylic acid, and the weight ratio of the two is 5:2.
[0072] Its preparati...
Embodiment 3
[0078] A self-compacting concrete, comprising the following components per cubic meter of self-compacting concrete:
[0079] 170kg of water;
[0080] Cement 380 kg;
[0081] Sand material 700 kg;
[0082] Stone 970 kg;
[0083] Mineral admixture 200 kg;
[0084] Admixture 5 kg;
[0085] Ultrafine powder 3 kg;
[0086] Modifier 3 kg.
[0087] Among them, the cement is p.042.5 cement, and the sand material is low-alkali active mechanism sand with a fineness modulus of 2.8; the stone material is low-alkali active machine-made crushed stone mixture with two grades of 5-16mm and 5-25mm, and two The weight ratio of the two is 2:1; the mineral admixture is a mixture of Class I fly ash and S75 mineral powder, and the weight ratio of the two is 1:1; the admixture is a polycarboxylic acid regulator; the ultrafine powder is two Tin oxide; modifiers include absolute ethanol and fluorocarboxylic acid, the weight ratio of the two is 5:2.
[0088] Its preparation method is:
[0089]...
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