Asphalt modified with desulfurized rubber powder
A technology of desulfurized rubber powder and modified asphalt, which is applied to building components, building insulation materials, buildings, etc., can solve the problems of poor storage stability of modified asphalt, large void ratio, and insufficient compaction of asphalt concrete pavement
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Embodiment 1
[0015] Asphalt (softening point 46°C, penetration degree 88dmm) 89.5%, 10% desulfurized rubber powder prepared by high-speed rotation heating method, and 0.5% epoxidized polybutadiene. The manufacturing method is as follows: first heat the asphalt to 180~190℃, then add desulfurized rubber powder and epoxidized polybutadiene, control the temperature unchanged, stir at high speed for 3 hours, and cool down to obtain the desulfurized rubber powder modified asphalt . Compared with the undesulfurized rubber powder modified asphalt, the softening point of the modified asphalt increased from 57℃ to 59℃, the ductility at 5℃ increased from 8.3cm to 10.5cm, and the softening point difference of the upper and lower layers after storage at 163℃ for 48h was from 9.2℃ is reduced to 6.5℃, so it has better high and low temperature performance and storage stability.
Embodiment 2
[0017] Asphalt (softening point 44°C, penetration degree 121dmm) 84.7%, 15% desulfurized rubber powder prepared by dynamic desulfurization method, and 0.3% glycidyl methacrylate. The manufacturing was carried out according to the manufacturing procedure similar to that of Example 1. Compared with the modified asphalt with undesulfurized rubber powder, the obtained modified asphalt has a softening point increased from 60°C to 63°C, and a ductility at 5°C increased from 12.6cm to 15.5cm. After storage at 163°C for 48 hours, the softening point difference of the upper and lower layers has increased from 11.4℃ is reduced to 7.2℃, showing better modification effect.
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