Method for enhancing bituminous mixture by adopting chopped basalt fibers
A technology of basalt fiber and asphalt mixture, which is used in building thermal insulation materials, building components, buildings, etc., can solve the problem of reducing permanent deformation of the road surface, unable to withstand high temperature mixing of asphalt mixture, and the limitation of vehicle axle load cannot be effectively controlled. and other problems to achieve the effect of enhancing high temperature stability and solving rutting
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[0033] Embodiment: the chopped basalt fiber is evenly added to the asphalt mixture designed in the original gradation, in order to achieve the purpose of the present invention. The feature of the present invention is that chopped basalt fibers are mixed into heated mineral materials (crushed stone, stone chips, sand, ore powder) and mixed evenly, and then asphalt is added into the asphalt mixture, which is used for new construction or renovation. Asphalt mixture pavement for road expansion and overlay maintenance. In addition, the feature of the present invention is that the hot-mix asphalt mixture can basically be designed according to the original gradation requirements. After adding chopped basalt fibers, the amount of asphalt should be increased appropriately, and the amount of asphalt used in the original gradation design should be increased by 0.1% to 0.2%. ; The amount of chopped basalt fiber can be designed according to the traffic volume of the road and the anti-rutti...
Embodiment
[0034] Embodiment: Carry out milling to the AC-13C modified asphalt concrete pavement with severe rutting, the milling thickness is 4.5cm, and then use SBS modified asphalt AC-13C mixture mixed with basalt fiber with a weight ratio of 0.25% for overlay , to enhance the high-temperature stability of the mixture, and effectively solve the rutting problem of the highway asphalt pavement.
[0035] Design of mix ratio: The chopped basalt fiber used is expanded, the length is 6mm, the diameter of single filament is 15μm, and the dosage is 0.25% of the weight of the asphalt mixture. The design grading result is: 10mm~15mm crushed stone: 5mm~10mm crushed stone: 0mm~5mm stone chips: mineral powder=25:33:40:2, and the blending results are shown in the following table.
[0036] Blending Results Statistical Table
[0037]
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