Method for preparing hot-mixed asphalt mixture
AssigneeTongji University
InventorsLiping Liu, Lijun Sun, Qingbing Lu, Mingchen Li
Life of this patent
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Abstract
The present invention provides a method for preparing a hot-mixed asphalt mixture, and relates to the technical field of road engineering. In the present invention, asphalt and aggregates are preheated separately, where the aggregates include coarse aggregates and fine aggregates; the coarse aggregates, part of the fine aggregates and asphalt that are preheated are subjected to a first mixing to obtain a first mixture; the remaining fine aggregates are added to the first mixture for a second mixing to obtain a second mixture; and a mineral powder is added to the second mixture for a third mixing, and discharging is conducted to obtain a hot-mixed asphalt mixture.
Claims8
A method for preparing a hot-mixed asphalt mixture, comprising the following steps:
- preheating asphalt and aggregates separately, wherein the aggregates comprise coarse aggregates and fine aggregates,
- wherein the coarse aggregates are basalt having a particle size of 5-15 mm or a combination of limestone having a particle size of 3-5 mm and basalt having a particle size of 5-15 mm;
- and wherein the fine aggregates are limestone having a particle size of no larger than 3 mm;
- subjecting the coarse aggregates, part of the fine aggregates and the asphalt that are preheated to a first mixing to obtain a first mixture;
- adding only the remaining fine aggregates to the first mixture for a second mixing to obtain a second mixture;
- and
- adding a mineral powder to the second mixture for a third mixing, and conducting discharging to obtain the hot-mixed asphalt mixture;
- wherein a ratio of a total work of adhesion of the coarse aggregates and the part of the fine aggregates corresponding to asphalt during the first mixing to a total work of adhesion of the remaining fine aggregates corresponding to asphalt during the second mixing is in a range of 0.98 to 1.02, and the part of the fine aggregates have a surface area (SA) smaller than that of the remaining fine aggregates;
- the total work of adhesion is calculated by formula 1:
- ΔG=ΣSAi·Wasi formula 1;
- and in formula 1, ΔG represents the total work of adhesion, mJ;
- SAi represents the SA of coarse aggregates or fine aggregates, m2;
- Wasi represents the work of adhesion of coarse aggregates or fine aggregates corresponding to asphalt, mJ·m−2;
- and Σ represents summation.
Dependencies are inferred from the claim text.