Fine surface processing method for single-layer paved bituminous pavement
A single-layer pavement, asphalt pavement technology, applied in the direction of on-site coagulation pavement, roads, roads, etc., can solve the problems of decreased skid resistance, pavement aging, looseness, etc., to improve adhesion and resistance. The effect of slipping ability and improving the overall hardness
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Embodiment 1
[0021] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.
[0022] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.1kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.
[0023] According to the detection method stipulated in JTGE60-2008 roadbed and pavement field test regulations, the construction depth is 0.54mm, the friction pendulum value is 62BPN, and the water permeability coefficient is 0mL / min.
Embodiment 2
[0025] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.
[0026] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.2kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.
[0027] According to the detection method stipulated in JTGE60-2008 on-site test procedure for highway subgrade and pavement, the construction depth is 0.56mm, the friction pendulum value is 65BPN, and the water permeability coefficient is 0mL / min.
Embodiment 3
[0029] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.
[0030] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.5kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.
[0031] According to the detection method stipulated in JTGE60-2008 on-site test procedure for highway subgrade and pavement, the construction depth is 0.62mm, the friction pendulum value is 65BPN, and the water permeability coefficient is 0mL / min.
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