Asphalt concrete using alkaline slag regeneration micro powder as filling materials and preparation method thereof
A technology of asphalt concrete and recycled micropowder, applied in the field of construction industry, can solve the problems of polluting the environment and occupation of farmland by alkali residue, and achieve the effects of improving project quality, increasing added value, and reducing the occupation of land resources.
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Embodiment 1
[0037] Change 10% ore powder in comparative example 1 into 8% alkali slag, 2% ore powder, and all the other components are the same as comparative example 1, and alkali slag moisture content is 10-15%, and density is 0.87-1g / cm , broken, Crushing, fineness modulus 1-1.3.
[0038] The steps to add are as follows:
[0039] (1) Put the industrial alkali slag in the air and dry it in an oven at about 115°C until the moisture content reaches 10-15%;
[0040] (2) Add the alkali slag of step (1) in the bituminous concrete of above-mentioned comparative example, stir;
[0041] To measure the stability and flow value, the experimental data are as follows:
[0042] Asphalt Concrete Test Data Sheet
[0043] Stability (kN)
Embodiment 2
[0045] Change the 10% ore powder in Comparative Example 1 to 10% alkali slag, and the remaining components are the same as Comparative Example 1, and the addition steps are the same as in Example 1. The measurement of stability and flow value is carried out. The experimental data are as follows:
[0046] Stability (kN)
Embodiment 3
[0048] Change the 10% mineral powder and 22% sand in Comparative Example 1 to 12% alkali slag and 20% sand, and the remaining components are the same as Comparative Example 1, and the addition steps are the same as Example 1. The measurement of stability and flow value is carried out in the experiment. Data are as follows:
[0049] Stability (kN)
Flow value(mm)
Density (g / cm 3 )
13.17
3.065
2.258
[0050] Comprehensive embodiment 1 to 3, draw the following conclusions:
[0051] The stability of industrial alkali slag recycled micropowder filler asphalt concrete is significantly higher than that of blank asphalt concrete without alkali slag by 40% to 50%, and the flow value is 20% to 25% lower than that of blank asphalt concrete without alkali slag.
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