SBS modified asphalt based on graphene oxide and preparing method thereof
A technology of modified asphalt and graphene, which is applied in building components, building insulation materials, buildings, etc., can solve the problems of construction personnel and environmental impact, increased road construction costs, poor compatibility, etc., and achieve strong high temperature Effects of stability and road performance, high temperature stability improvement, and low temperature crack resistance improvement
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Embodiment 1
[0022] Will Shell 90 # Asphalt and SBS with a dosage of 5% were sheared at 3000rpm for 40min at 170°C, then stirred for 30min, then added with 0.5% graphene oxide, sheared and stirred for 20min, and then added with a dosage of 0.2% tetrasulfide Methyl thiuram, continue to shear for 15 minutes, to obtain SBS modified asphalt with high thermal stability and strong road performance.
[0023] The main properties of the prepared modified asphalt are as follows: softening point 68.4°C, penetration 49.1dmm, ductility 33.3cm, segregation softening point difference 1.6°C, mixture dynamic stability 6732 times / mm, freeze-thaw splitting residual strength ratio 91% , The bending failure strain of the trabecular low temperature cracking test is 2982με.
Embodiment 2
[0025] Will Shell 90 # Asphalt and 5% SBS were sheared at 170°C at 3000rpm for 40 minutes, then stirred for 30 minutes, then added with 0.5% graphene oxide, continued to shear and stir for 20 minutes, and then added 0.4% diphenyl disulfide and thiazole, and continue to shear for 15 minutes to obtain SBS modified asphalt with high thermal stability and strong road performance.
[0026] The main properties of the prepared SBS modified asphalt are as follows: softening point 69.2°C, penetration 48.7dmm, ductility 34.5cm, segregation softening point difference 1.3°C, mixture dynamic stability 6829 times / mm, freeze-thaw splitting residual strength ratio 91%, the bending failure strain of the trabecular low temperature cracking test is 2912με.
Embodiment 3
[0028] Will Shell 90 # Asphalt and 5% SBS were sheared at 170°C for 40 minutes at a speed of 3000rpm and then stirred for 30 minutes, then 0.5% graphene oxide was added, and the shearing and stirring was continued for 20 minutes, followed by adding 0.6% N-cyclohexyl- 2-Benzothiazole sulfenamide, continue shearing for 15 minutes, and obtain SBS modified asphalt with high thermal stability and strong road performance.
[0029] The main properties of the prepared modified asphalt are as follows: softening point 70.5°C, penetration 47.6dmm, ductility 35.6cm, segregation softening point difference 0.7°C, mixture dynamic stability 6898 times / mm, freeze-thaw splitting residual strength ratio 94% , The bending failure strain of the trabecular low temperature cracking test is 3019με.
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