Method of manufacturing thermoplastic olefine polymer modified asphalt having good stability
A thermoplastic olefin technology with good stability, which is applied in building construction, coking ovens with vertical carbonization chambers, building components, etc. It can solve the problems of low stability of modified asphalt, special requirements for equipment, complex manufacturing process, etc. question
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Embodiment 2
[0047] Component Weight Fraction
[0048] SK90 asphalt 100.00
[0049] SBSYH791 4.30
[0050] Composite stabilizer 2.00
[0051] Preparation method:
[0052] Add SBSYH791 when the asphalt is 170°C, stop circulating after 1.5 hours of colloid mill circulation, then add composite stabilizer, and stir for 40 minutes.
[0053] The composition of the composite stabilizer is calculated by weight fraction, wherein the liquid aromatic regulator pine tar 80, sulfur 5, zinc oxide 20, zinc diethyldithiocarbamate 10, N-cyclohexyl-2-benzothiazole sulfenamide 5. p-phenylenediamine5.
[0054] The prepared sample meets the SBS modified asphalt I-D index required by the JTJ36-98 specification. Its softening point is 85°C; at 25°C, the penetration is 56dmm; the elastic recovery is 85%; the segregated softening point difference is 1.0°C.
[0055] As a comparison, the softening point of the modified asphalt without compound stabilizer i...
Embodiment 3
[0056] Component Weight Fraction
[0057] Xingneng No. 90 asphalt 100.00
[0058] Three line oil 2.00
[0059] SBS1301 4.40
[0060] Composite stabilizer 2.00 Preparation method:
[0061] Add SBS1301 when the asphalt is 170°C, stir and swell for 30 minutes, and circulate in the colloid mill for 1.5 hours. No more circulation, heat up to 180°C, then add composite stabilizer and stir for 30 minutes.
[0062] The composition of the composite stabilizer is calculated by weight fraction, including pine tar 60, liquid coumarone resin 60, sulfur 8, N-cyclohexyl-2-benzothiazole sulfenamide 8, zinc oxide 5, p-phenylenediamine 5 .
[0063] The prepared sample conforms to JTJ36-98, the index of SBS modified asphalt I-D, its softening point is 80°C; the penetration at 25°C is 56dmm; the elastic recovery rate is 85%; the segregated softening point difference is less than 1.5°C.
[0064] As a com...
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