Design method of warm mix sbs ultra-thin wearing layer asphalt mixture
A design technology of asphalt mixture and mix ratio, which is applied in the field of mix ratio design of asphalt mixture for warm-mix SBS ultra-thin wear layer, and can solve the problems of little research on design methods and little addition of waste plastics.
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Embodiment 1
[0025] An asphalt mixture designed for the wearing course of a Ningxia expressway, initially selected SBS modified asphalt raw materials: 100 parts of base asphalt, 5 parts of SBS, 8 parts of waste plastics, 0.8 parts of succinimide-succinate and dimethylamino 1.5 parts of ethacrylate and butadiene block copolymer dispersant, 0.3 parts of 2,5-dimethyl-2,5-bis(t-butylperoxy)hexane. The monomer ratio of dimethylaminoethyl acrylate and butadiene block copolymer SBS asphalt mixture is 49:50, and the polymer viscosity is 100 cps at 25 °C. The asphalt mixture includes 80% by weight of aggregate, 12% by weight of filler, and 8% by weight of SBS modified asphalt. Through the trial mix method, the selected asphalt mixture mineral material gradation is shown in the following table:
[0026] Table 4 Mineral gradation of asphalt mixture
[0027]
[0028] The oil-stone ratio is selected as 5, the asphalt heating temperature, aggregate heating temperature and mixing temperature are all...
Embodiment 2
[0030] An asphalt mixture designed for the wearing course of a Ningxia Expressway, initially selected SBS modified asphalt raw materials: 100 parts of base asphalt, 7 parts of SBS, 10 parts of waste plastics, 0.8 parts of succinimide-succinate and dimethylamino 1.3 parts of ethacrylate and butadiene block copolymer dispersant, 0.4 parts of 2,5-dimethyl-2,5-bis(t-butylperoxy)hexane. The monomer ratio of dimethylaminoethyl acrylate and butadiene block copolymer is 60:40, and the viscosity of the polymer is 500cps at 25°C. The asphalt mixture includes 79 wt% aggregate, 12 wt% filler, 9 wt% SBS modified asphalt. Through the trial mix method, the gradation of the selected asphalt mixture is the same as Table 4. Select the asphalt ratio as 6, make 5 Marshall specimens according to the conditions shown in Example 1, and test the void ratio, mineral void ratio, asphalt saturation and other indicators of the specimens respectively. Determine the optimum amount of asphalt is 9.8%. Th...
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