Asphalt modifier and asphalt composition comprising same
a technology of asphalt modifier and modifier, which is applied in the field of asphalt modifier, can solve the problems of plastic deformation, cracking, and high cost of dissolving block copolymer at high temperature, and achieve the effects of improving the physical properties of asphalt composition, excellent compatibility with asphalt, and improving workability
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example 2
ON OF ASPHALT MODIFIER AND ASPHALT COMPOSITION
[0084]A styrene-butadiene block copolymer pellet having a weight average molecular weight of approximately 110 kg / mol and a styrene block content of 31% by weight was prepared in the same manner as in Example 1, except that 2.378 g of 1,6-hexanediol diglycidyl ether was used as the coupling agent of Example 1 instead of the 1,4-butanediol diglycidyl ether.
[0085]Next, an asphalt composition was prepared in the same manner as in Example 1.
example 3
ON OF ASPHALT MODIFIER AND ASPHALT COMPOSITION
[0086]A styrene-butadiene block copolymer pellet having a weight average molecular weight of approximately 110 kg / mol and a styrene block content of 31% by weight was prepared in the same manner as in Example 1, except that 1.799 g of ethylene glycol diglycidyl ether was used as the coupling agent of Example 1 instead of the 1,4-butanediol diglycidyl ether.
[0087]Next, an asphalt composition was prepared in the same manner as in Example 1.
experimental example 1
PROPERTIES OF ASPHALT COMPOSITIONS
[0090]The physical properties of the modified asphalt composition including each of the asphalt modifiers prepared in Examples and Comparative Example were measured, as follows. The results are listed in the following Table 1.
(1) Softening Point
[0091]The softening point is a measure of high-temperature properties of the modified asphalt measured according to the American Society for Testing and Materials (ASTM) D36. Here, the softening point was measured by heating water or glycerin at a rate of 5° C. / minute so that a specimen began to soften by the heating, followed by measuring a temperature when a ball having a diameter of 9.525 mm and a weight of 3.5 g, which had been disposed on the specimen, moved down by approximately 1 inch.
(2) Phase Separation Temperature
[0092]50 g of the modified asphalt composition was weighed in an aluminum tube, and kept at 180° C. for 72 hours in an oven. Thereafter, the asphalt composition was divided into three equal...
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