Asphalt modifier and preparation method thereof
An asphalt modifier and modification technology, which is applied to building components, building insulation materials, buildings, etc., can solve the problems of unstable asphalt performance, poor toughness, and unguaranteed performance of asphalt pavement, and achieve enhanced road performance. Performance, improvement of heat resistance, effect of improving asphalt toughness
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[0046] The invention also provides a method for preparing an asphalt modifier, including:
[0047] 40wt% to 60wt% styrene-butadiene-styrene block copolymer;
[0048] 1wt%~10wt% of polystyrene-polyethylene-polybutene-polystyrene;
[0049] 5wt%~15wt% polyethylene;
[0050] 10wt%~30wt% hydrocarbon resin;
[0051] 10wt%-30wt% aromatic oil and 1wt%-10wt% organically modified kaolin are melt blended to obtain an asphalt modifier.
[0052] In the present invention, SBS, SEBS, polyethylene, hydrocarbon resin and aromatic oil are melt-blended to form thermoplastic rubber, and are melt-blended with organic modified kaolin to prepare asphalt modifier. After the organically modified kaolin is melted and blended with the thermoplastic rubber, due to the interaction between the organically modified kaolin and the thermoplastic rubber, the organically modified kaolin is intercalated by the thermoplastic rubber layer, and the organically modified kaolin is evenly dispersed in the thermoplastic rubber, ...
Embodiment 1
[0057] Mix 50kg of SBS, 3kg of SEBS, 19kg of carbon nine resin, 16kg of rubber oil, 10kg of polyethylene and 2kg of silane-modified kaolin, and extrude them by a double screw extruder to obtain an asphalt modifier. The temperature of the double screw extruder is 165°C, the rotation speed is 260 rpm, and the output is 120 kg / h. The asphalt modifier prepared in this example was tested in accordance with the "Technical Specification for Highway Asphalt Pavement Construction" (JTG F-40-2004), and it was determined that the residual stability of the immersion Marshall test was 94.2%, and the residual strength of the cold-melt splitting test The ratio is 93.1%, the dynamic stability of the rutting test is 3675 times / mm, and the low-temperature bending failure strain is 4402με. Therefore, the asphalt modifier prepared in this example has a good asphalt toughening effect.
Embodiment 2
[0059] 52kg of SBS, 2kg of SEBS, 17kg of carbon nine resin, 16kg of rubber oil, 9kg of polyethylene and 4kg of silane-modified kaolin were mixed uniformly and extruded by a double screw extruder to obtain an asphalt modifier. The temperature of the double screw extruder is 160°C, the rotation speed is 260 rpm, and the output is 120 kg / h. The asphalt modifier prepared in this example was tested in accordance with "Technical Specification for Highway Asphalt Pavement Construction" (JTG F-40-2004), and the low-temperature bending failure strain was 4551 με. The asphalt modifier prepared in this example has a good asphalt toughening effect.
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