Preparation device and preparation method of asphalt concrete containing modified acidic aggregate
A technology for asphalt concrete and a preparation device, which is applied in the field of anti-seepage of asphalt concrete, can solve problems such as high cost of asphalt concrete, and achieve the effects of enhanced adhesion, good permeability and moderate chemical reaction speed.
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Embodiment 1
[0045] Granite gravel used for the asphalt concrete core wall of a pumped storage power station in Xinjiang is used as the acid aggregate, and Karamay 90#A grade asphalt is used as the asphalt;
[0046] Step 1, pretreating the acidic aggregate: according to the ratio of asphalt concrete, the amount of acidic aggregate with different particle sizes is obtained, and the obtained acidic aggregate with different particle sizes is sieved by an aggregate sifter;
[0047] Step 2, put the screened acidic aggregate into the aggregate box 1, put the first silane emulsion container 5 into the silane emulsion 6, put the first papermaking sludge container 9 into the papermaking sludge ash 10, and open the The upper main conveyor belt 10, the valve 4 on the aggregate box 1, the valve 4 on the first silane emulsion container 5, and the valve 4 on the first papermaking sludge container 9, the acidic aggregate is wetted by the silane emulsion 6 and then Paper-making sludge ash 10 wraps the abd...
Embodiment 2
[0053] The difference from Implementation 1 is that the conveying speed of the lower auxiliary conveyor belt 13 is uniformly increased from 2m / s to 3m / s, and when it reaches 3m / s, it is then uniformly decreased from 3m / s to 2m / s, and so on. , the completion time of each increment and each decrement is 10s, and the spill rate of the first silane emulsion container, the first paper sludge container, the second paper sludge container, and the second silane emulsion container is 4m / s; the heater The heating temperature of 17 was 200°C.
[0054] The Marshall stability of asphalt concrete was evaluated according to the "Hydraulic Asphalt Concrete Test Regulations" (DL / T5362-2009).
Embodiment 3
[0056] The difference from Implementation 1 is that the conveying speed of the lower auxiliary conveyor belt 13 is uniformly increased from 3m / s to 4m / s, and when it reaches 4m / s, it is then uniformly decreased from 4m / s to 3m / s, and so on. , the completion time of each increment and each decrement is 10s, and the spill rate of the first silane emulsion container, the first paper sludge container, the second paper sludge container, and the second silane emulsion container is 6m / s; the heater The heating temperature of 17 was 300°C.
[0057] The Marshall stability of asphalt concrete was evaluated according to the "Hydraulic Asphalt Concrete Test Regulations" (DL / T5362-2009).
[0058] Marshall stability test results are shown in the table below:
[0059] project Comparative example 1 Comparative example 2 Example 1 Example 2 Example 3 Marshall stability 4.75kN 7.93kN 6.77kN 7.02kN 7.34kN
[0060] According to the water stability coeffici...
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