Styrene butadiene rubber modified asphalt and preparation method thereof
A technology of modified asphalt and asphalt, which is applied to building components, building insulation materials, buildings, etc., and can solve the problems of increased cost of modified asphalt, prolonging production time, increasing production costs, etc.
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Embodiment 1
[0024] The base asphalt with a penetration of 102 1 / 10mm at 25°C and a softening point of 44.3°C, accounting for 97.4% (m) of the total, is heated to a molten state at 160°C, and 2.5% (m) of SBR is added to the base asphalt In the process, use a high-shear mixing emulsifier to cut for 20 minutes, then use ordinary stirring equipment to stir, then add 0.1% reaction additives, and complete the mixing reaction at 175°C for 50 minutes, and test the properties of the modified asphalt (results are shown in Table 1 ). The composition of the reaction auxiliary agent is as follows: p-quinonedioxime (QDM) accounts for 80%, and hexamethylenetetramine (H) accounts for 20%.
Embodiment 2
[0028] Heat the basic asphalt with a penetration of 129 1 / 10mm at 25°C and a softening point of 42.7°C, accounting for 96.35% of the total amount, to 165°C, and add 3.5% of the total amount of SBR under the action of a high-shear mixing emulsifier Into the base asphalt, mixed for 30 minutes, replaced with ordinary stirring equipment, and then added 0.15% reaction additives, the reaction ended after 100 minutes, and the properties of the modified asphalt were tested (results are shown in Table 1). Wherein the composition of the reaction aid is as follows: 4,4'-dibenzoylquinone dioxime (DGM) accounts for 60%, hexamethyltetramine (H) 20%, and di-o-tolylguanidine (DOTG) 20%.
Embodiment 3
[0032] The base asphalt with a penetration of 143 1 / 10mm at 25°C and a softening point of 42.0, accounting for 95.3% of the total, is heated to 175°C, and 4.5% of SBR is added to the molten In the basic asphalt, shear and mix for 40 minutes, then use ordinary mixing equipment to stir, then add 0.2% reaction additive at 185 ° C, and the mixing reaction ends after 80 minutes, and the properties of the modified asphalt are tested (results are shown in Table 1). The composition of the reaction auxiliary agent is as follows: p-quinonedioxime (QDM) accounts for 75%, and diphenylguanidine (DPG) accounts for 25%.
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