A recycled asphalt mixture for the upper layer of asphalt pavement
A technology of recycled asphalt and asphalt pavement, which is applied in the direction of roads, roads, on-site paved coagulation pavements, etc., can solve the problems of unfavorable green cycle and sustainable development of the road transportation industry, stacking treatment costs, environmental pollution, etc., to reduce pollution and the great waste of resources, the effect of reducing the amount of asphalt and reducing the amount of asphalt
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Embodiment 1
[0021] Use the recycled asphalt mixture of the present invention to prepare the upper layer according to the gradation AC-13, wherein, 100 parts of aggregate, Zhonghai 90 # -A base asphalt 4 parts.
[0022] 100 parts of aggregates are made of the following raw materials in mass ratio: 15 parts of new aggregates of 10mm to 20mm, 36 parts of new aggregates of 5mm to 10mm, 22 parts of new aggregates of 3mm to 5mm, 21 parts of new aggregates of 0mm to 3mm Separation of recycled aggregates, 6 parts of mineral powder.
[0023] The method of preparing the upper course with the regenerated asphalt mixture according to the gradation AC-13 of the present invention is the same as that of Comparative Example 1.
[0024] The performance test was carried out on the upper layer prepared separately from the common asphalt mixture of Comparative Example 1 and the recycled asphalt mixture of Example 1, and the results are shown in the following table.
[0025]
[0026]
[0027] It can b...
Embodiment 2
[0033] The upper layer is prepared according to the gradation AC-13 with the regenerated asphalt mixture of the present invention, wherein 100 parts of aggregate and 3.6 parts of SBS modified asphalt.
[0034] 100 parts of aggregates are made of the following raw materials in mass ratio: 22 parts of new aggregates of 10mm-20mm, 35 parts of new aggregates of 5mm-10mm, 14 parts of new aggregates of 3mm-5mm, 24 parts of new aggregates of 0mm-3mm Separation of recycled aggregates, 5 parts of mineral powder.
[0035] The method of preparing the upper course with the regenerated asphalt mixture according to the gradation AC-13 of the present invention is the same as that of Comparative Example 1.
[0036] The performance test was carried out on the upper layer prepared separately from the ordinary asphalt mixture of Comparative Example 2 and the recycled asphalt mixture of Example 2, and the results are shown in the following table.
[0037]
[0038] It can be seen from the tabl...
Embodiment 3
[0044] The upper layer was prepared according to the gradation AC-13 with the regenerated asphalt mixture of the present invention, wherein 100 parts of aggregate and 3.8 parts of SBS modified asphalt.
[0045] 100 parts of aggregates are made of the following raw materials in mass ratio: 22 parts of new aggregates of 10mm-20mm, 38 parts of new aggregates of 5mm-10mm, 13 parts of new aggregates of 3mm-5mm, 23 parts of new aggregates of 0mm-3mm Separation of recycled aggregates, 4 parts of mineral powder.
[0046] The method of preparing the upper course with the regenerated asphalt mixture according to the gradation AC-13 of the present invention is the same as that of Comparative Example 1.
[0047] The performance test was carried out on the upper layer prepared separately from the ordinary asphalt mixture of Comparative Example 3 and the recycled asphalt mixture of Example 3, and the results are shown in the following table.
[0048]
[0049]
[0050] It can be seen ...
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Abstract
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