Concrete for low-grade highway and preparation thereof
A concrete and low-grade technology, applied in the field of construction materials, can solve the problems of low concrete strength, achieve the effects of saving land resources, good long-term performance, and good resistance to sulfate erosion
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Embodiment 1
[0029] The low-grade road concrete of the present embodiment is made of following raw materials:
[0030] 500kg of cementitious materials, including 175kg of 42.5 cement, and the rest are carbide slag and Class III fly ash, and the mass ratio of carbide slag to fly ash is 1:3;
[0031] Sand and gravel material 1750kg, of which the mass percentage of sand is 25%, and the rest is stone;
[0032] 200kg of water;
[0033] The sum of calcium carbide slag and fly ash mass is 3.25% sodium sulfate.
[0034] The method adopted in this embodiment is as follows:
[0035] 1) Weigh the raw materials according to the above ratio.
[0036] 2) Stir the calcium carbide slag and stones for 0.5 minutes;
[0037] 3) Add sand to the mixture obtained in step 2), and stir for 1 minute;
[0038] 4) Add cement, fly ash and sodium sulfate to the mixture obtained in step 3), and stir for 1.5 minutes;
[0039] 5) Add water to the mixture obtained in step 4), and stir for 4 minutes to obtain a concr...
Embodiment 2
[0043] The low-grade road concrete of the present embodiment is made of following raw materials:
[0044] 450kg of cementitious materials, including 42.5kg of cement and 157.5kg, the rest are carbide slag and Class III fly ash, the mass ratio of carbide slag to fly ash is 1:2.7;
[0045] Sand and gravel material 1850kg, of which the mass percentage of sand is 45%, and the rest is stone;
[0046] 160kg of water;
[0047]The sum of calcium carbide slag and fly ash mass is 3.55% sodium sulfate.
[0048] The method adopted in this embodiment is as follows:
[0049] 1) Weigh the raw materials according to the above ratio.
[0050] 2) Stir the calcium carbide slag and stones for 1 minute;
[0051] 3) Add sand to the mixture obtained in step 2), and stir for 0.5 minutes;
[0052] 4) Add cement, fly ash and sodium sulfate to the mixture obtained in step 3), and stir for 1 minute;
[0053] 5) Add water to the mixture obtained in step 4), and stir for 2 minutes to obtain a concret...
Embodiment 3
[0057] The low-grade road concrete of the present embodiment is made of following raw materials:
[0058] 480kg of cementitious materials, including 168kg of 32.5 cement, and the rest are carbide slag and Class III fly ash, the mass ratio of carbide slag to fly ash is 1:3.3;
[0059] Sand and gravel material 1800kg, of which the mass percentage of sand is 35%, and the rest is stone;
[0060] 180kg of water;
[0061] The sum of calcium carbide slag and fly ash mass is 3.75% sodium sulfate.
[0062] The method adopted in this embodiment is as follows:
[0063] 1) Weigh the raw materials according to the above ratio.
[0064] 2) Stir the calcium carbide slag and stones for 0.8 minutes;
[0065] 3) Add sand to the mixture obtained in step 2), and stir for 0.8 minutes;
[0066] 4) Add cement, fly ash and sodium sulfate to the mixture obtained in step 3), and stir for 1.2 minutes;
[0067] 5) Add water to the mixture obtained in step 4), and stir for 3 minutes to obtain a conc...
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