Reaction regenerated SBS modified asphalt and preparation method thereof
A modified asphalt, reaction regeneration technology, applied in building components, building insulation materials, construction and other directions, can solve the problems of high-quality engineering application limitations of SBS modified asphalt, difficult high temperature performance and adhesion of SBS modified asphalt, etc. Achieve the effect of high-performance recycling and significant engineering value
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Embodiment 1
[0026] Weigh 100g of aged SBS modified asphalt heated to a molten state. After the temperature is stabilized at 150°C, add 1g of 4,4-diphenylmethane diisocyanate and stir at a stirring speed of 300rpm for 5min to prepare the regenerated SBS modified asphalt. According to the "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTJE20-2011), the physical properties of the reaction-regenerated SBS modified asphalt were tested. The softening point of the reaction-regenerated SBS modified asphalt was 69.8°C, and the ductility at 5°C was 6.8. cm, the penetration at 25°C is 29.2dmm, and the viscosity at 135°C is 4.21Pa·s.
[0027] It can be seen from the test results that 4,4-diphenylmethane diisocyanate mainly improves the softening point of aged SBS modified asphalt, but has no effect on improving low temperature ductility and working characteristics.
Embodiment 2
[0029] Weigh 100g of aged SBS modified asphalt heated to a molten state, and after the temperature stabilizes at 150°C, add 1g of 1,4-butanediol diglycidyl ether, and continue to stir at a stirring speed of 300rpm for 5min, thus preparing the reaction Recycled SBS modified bitumen. According to the "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTJE20-2011), the physical properties of the reaction-regenerated SBS modified asphalt were tested. The 5°C ductility of the reaction-regenerated SBS modified asphalt was 18.9cm, and the softening point was 58.4 ℃, the penetration at 25℃ is 39.8dmm, and the viscosity at 135℃ is 2.29Pa·s.
[0030] It can be seen from the test results that 1,4-butanediol diglycidyl ether mainly has the effect of improving the low-temperature ductility and working characteristics of aged SBS-modified asphalt, but it will reduce the high-temperature performance of aged SBS-modified asphalt to a certain extent.
Embodiment 3
[0032] Weigh 100g of aged SBS modified asphalt heated to a molten state, after the temperature is stabilized at 150°C, add 1g of 4,4-diphenylmethane diisocyanate at a stirring speed of 300rpm, and then add 1g of 1,4-butane after 5min Glycol diglycidyl ether, continue to stir for 5 minutes, and prepare the SBS modified asphalt regenerated by reaction. According to the "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTJE20-2011), the physical properties of the reaction-regenerated SBS modified asphalt were tested. The 5°C ductility of the reaction-regenerated SBS modified asphalt was 18.1cm, and the softening point was 67.2 ℃, the penetration at 25℃ is 34.6dmm, and the viscosity at 135℃ is 3.02Pa·s.
[0033] As can be seen from the test results, Comparative Example 1 and 2,4,4-diphenylmethane diisocyanate and 1,4-butanediol diglycidyl ether have complementary effects on the regeneration of aged SBS modified asphalt, while improving the aging High and...
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