Alkali lignin-grafted magnesium-aluminum-based layered double hydroxide modifier, UV aging-resistant SBS modified asphalt and preparation method thereof
A double hydroxide and modified asphalt technology, applied in building structures, building components, building thermal insulation materials, etc., can solve the problems of poor compatibility of SBS modified asphalt, affecting the effect of ultraviolet protection, easy to cause settlement, etc. The effect of good dispersibility and excellent UV reflection ability
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Embodiment 1
[0022] In parts by mass, heat 93 parts (parts by mass, the same below) of SBS modified asphalt (penetration at 25°C is 58dmm, softening point is 77.0°C) to 160°C, add the above-mentioned alkali lignin grafted magnesium-aluminum-based bilayer 7 parts (parts by mass) of hydroxide modifier, start the high-speed shearing machine, stir at a high speed of 4000rpm for 1 hour, and keep the temperature at 160°C ± 5°C to obtain UV-resistant SBS modified asphalt.
[0023] The ultraviolet aging-resistant SBS modified asphalt and the original SBS modified asphalt (comparative sample) were subjected to ultraviolet accelerated aging test (ultraviolet light intensity was 1200 μW / cm 2 , the temperature is 60°C, the aging time is 9 days, the same below), and then, the softening point (reflecting the high-temperature deformation resistance of asphalt), the viscosity at 135°C (reflecting the high-temperature fluidity of asphalt) and the ductility at 5°C (reflecting asphalt Low temperature crack r...
Embodiment 2
[0029]In parts by mass, 97 parts of SBS modified asphalt (penetration of 72dmm at 25°C, softening point of 67.6°C) was heated to 160°C, and the above-mentioned alkali lignin grafted magnesium-aluminum-based double hydroxide modifier 3 Start the high-speed shearing machine, stir at a high speed of 4000rpm for 1 hour, and keep the temperature at 160°C±5°C to obtain UV-resistant SBS modified asphalt.
[0030] The ultraviolet aging-resistant SBS modified asphalt and the original SBS modified asphalt (comparative sample) were subjected to ultraviolet accelerated aging test, and then their softening point, viscosity at 135°C and ductility at 5°C were tested respectively. The test results are listed in Table 2.
[0031] Table 2 Performance changes of UV aging-resistant SBS modified asphalt and control samples before and after UV aging
[0032]
[0033] It can be seen from the comparison that after ultraviolet aging, the softening point increase value, viscosity increase value at 1...
Embodiment 3
[0035] In parts by mass, heat 94 parts of SBS modified asphalt (penetration of 88dmm at 25°C and softening point of 59.8°C) to 160°C, add the above-mentioned alkali lignin grafted magnesium-aluminum-based double hydroxide modifier 6 Start the high-speed shearing machine, stir at a high speed of 4000rpm for 1 hour, and keep the temperature at 160°C±5°C to obtain UV-resistant SBS modified asphalt.
[0036] The ultraviolet aging-resistant SBS modified asphalt and the original SBS modified asphalt (comparative sample) were subjected to ultraviolet accelerated aging tests, and then their softening point, viscosity at 135°C and ductility at 5°C were tested respectively. The test results are listed in Table 3.
[0037] Table 3 Changes in properties of UV aging-resistant SBS modified asphalt and control samples before and after UV aging
[0038]
[0039] It can be seen from the comparison that after ultraviolet aging, the softening point increase value, viscosity increase value at ...
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