Drainage regenerated asphalt mixture and match ratio design method thereof
A technology of recycled asphalt and design method, which is applied in the field of building materials, and can solve problems such as the life span of asphalt pavement, and the regeneration technology has not been effectively solved.
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Embodiment 1
[0021] The drainage recycled asphalt mixture includes recycled materials, aggregates, fillers, fiber stabilizers and diluted asphalt. The recycled material is excavated and milled after drainage asphalt mixture has been used on the road surface for more than ten years; the aggregate includes coarse aggregate and fine aggregate, the coarse aggregate is basalt, the The fine aggregate is limestone; the maximum nominal particle size of the aggregate is 13.2mm; the filler is limestone powder; the fiber stabilizer is lignin fiber or basalt mineral fiber or a mixed fiber of the two, and the dosage is 0.1%-0.6% of the mass of the drainage recycled asphalt mixture; the diluted asphalt is diluted polymer modified asphalt, and the dosage is 4.8%-7.6% of the mass of the drainage recycled asphalt mixture. The diluted polymer modified asphalt comprises base asphalt, modifier, wax, diluent and anti-stripping agent, wherein: the base asphalt is 70# base asphalt; the modifying agent is a high-...
Embodiment 2
[0023] In this embodiment 2, the drainage recycled asphalt mixture is the same as that of embodiment 1; the proportioning design method of this recycled asphalt mixture comprises the following steps: using the interference theory as the basis, controlling the key sieve size of the coarse aggregate and the fine aggregate By percentage ratio relationship. By controlling the percentage ratio relationship between coarse aggregate and fine aggregate through the key sieve size, the division of coarse and fine aggregate is the theoretical basis for the design using interference theory; when three spheres are embedded and squeezed, the contact surfaces are spherical or flat. , there are four possible combinations, the gaps formed are 0.15, 0.20, 0.24 and 0.29 times the diameter of the circle respectively, take the average value, and take the sieve size corresponding to 0.22 times the maximum nominal particle size (D) as the The dividing point of coarse and fine aggregates in the mixtu...
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