Modified asphalt and its preparation method
A technology for modifying asphalt and asphalt, applied in building components, building insulation materials, buildings, etc., can solve the problems affecting the use effect and low-temperature ductility effect of modified asphalt, affecting the effect of asphalt modification, and huge one-time investment, etc. Achieving the effect of ideal product quality index, non-toxic flash point and reasonable process
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example ( 1
[0033]The process of preparing modified asphalt: first heat the di-refined furfural extract oil at 260-560°C to 160°C and mix it with the same amount of thermoplastic elastomer SBS, the ratio between them is 1:1. Stir at the same temperature for 35 minutes to form a viscous solution, which is called homogeneous system A. The asphalt is heated to 160°C, mixed with 10% homogeneous system A and 90% road asphalt, and stirred rapidly for 5 minutes to prepare modified asphalt.
[0034] The physical index test results of modified asphalt are shown in Table 1.
example ( 2
[0036] The process of preparing modified asphalt: first heat the di-refined furfural extract oil at 260-560℃ to 160℃, ℃, and mix it with the same amount of SBS, the ratio of them is 1:1. Stir at the same temperature for 35 minutes to form a viscous solution called homogeneous system A. Heat the asphalt to 160°C, mix 8% homogeneous system A with 92% road asphalt, and stir quickly for 5 minutes to prepare modified asphalt.
[0037] The physical index test results of modified asphalt are shown in Table 1.
example ( 3
[0039] The process of preparing modified asphalt: first heat the di-refined furfural extract oil at 260-560°C to 170°C and mix it with the same amount of thermoplastic elastomer SBS, the ratio between them is 40:60. Stir at the same temperature for 35 minutes to form a viscous solution, which is called homogeneous system A. Heat the asphalt to 160°C, mix 15% homogeneous system A with 85% road asphalt, and stir quickly for 5 minutes to prepare modified asphalt.
[0040] The physical index test results of modified asphalt are shown in Table 1.
[0041] experimental project
[0042] It can be seen from Table 1 that there are the following characteristics: (1) Compared with the grinding method, the pretreatment method has a ductility at 5°C that is about twice that of the grinding method; the ductility at 0°C is 19.6-32 times that of the grinding method . (2) Softening point and penetration, the two methods are basically similar. The equivalent brittle point T1.2 pretreatme...
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