Composite fiber emulsified asphalt mixture and preparation method thereof
A technology for emulsified asphalt and composite fibers, which is applied in the field of preparation of asphalt mixtures, can solve the problems of non-volatile, insufficient strength, and many bifurcations, and achieves the effects of improving fatigue resistance, high temperature performance, and many bifurcations.
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Embodiment 1-4 and comparative example 1
[0036] The percentages of various substances involved in the examples refer to mass percentages unless otherwise specified.
[0037] The determination of void ratio is calculated according to the formula described in "Test Regulations for Asphalt Asphalt Mixtures in Highway Engineering" JTG E20-2011" (T0705-4).
[0038] The determination of dynamic stability is tested according to the test standard of "Test Regulations for Asphalt Asphalt Mixtures in Highway Engineering" JTG E20-2011 (T0719-2011).
[0039] The determination of the freeze-thaw splitting strength ratio is carried out in accordance with the test standard JTG E20-2011 (T0729-2000) of "Test Regulations for Bituminous Asphalt Mixtures in Highway Engineering".
[0040] The compressive strength is tested by a computer-controlled electronic universal testing machine model CMT5305 at a loading speed of 50mm / min±5mm / min.
[0041] The composite fiber emulsified asphalt mixture of embodiment 1-4 adopts the following steps...
Embodiment 1
[0056] The preparation method of the composite fiber emulsified asphalt mixture of the present embodiment comprises the following steps:
[0057] Step S1: Weigh 5kg of aggregates according to the proportioning ratio. The gradation of the aggregates is selected as follows: aggregates with a particle size of 0-3 mm account for 16% of the total mass of the aggregate, and aggregates with a particle size of 5-10 mm account for 16% of the total mass of the aggregate. The mass percentage of the total mass of the aggregate is 36%, the mass percentage of the aggregate with a particle size of 10-15mm is 38%; the mass percentage of the mineral powder is 7.75% of the total mass of the aggregate, Pour 2.25% of the total mass of calcium hydroxide into the asphalt mixer, start the machine, and mix the aggregate with calcium oxide for 90 seconds;
[0058] Step S2: Then add 60g of water, start the machine, and stir evenly;
[0059] Step S3: Weigh 320g of emulsified asphalt and 14.6g of curing...
Embodiment 2
[0062] The preparation method of the composite fiber emulsified asphalt mixture of the present embodiment comprises the following steps:
[0063] Step S1: Weigh 5kg of aggregates according to the proportioning ratio. The gradation of the aggregates is selected as follows: aggregates with a particle size of 0-3mm account for 15% of the total mass of the aggregate, and aggregates with a particle size of 5-10mm account for 15% of the total mass of the aggregate. The mass percentage of the total mass of the aggregate is 40%, the mass percentage of the aggregate with a particle size of 10-15mm accounts for 35% of the total mass of the aggregate, the mass percentage of mineral powder accounts for the total mass of the aggregate is 7.5%. Pour 2.5% of the total mass of calcium hydroxide into the asphalt mixer, start the machine, and mix the aggregate with calcium oxide for 90 seconds;
[0064] Step S2: Then add 70g of water, start the machine, and mix well;
[0065] Step S3: Weigh 34...
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