Water-proof crack-resistant layer for highway
An anti-crack layer, highway technology, applied in the direction of roads, roads, buildings, etc., can solve the problems of water damage and pavement cracks in the road base of highways, and achieve the effects of preventing early water damage, good high and low temperature performance, and excellent waterproof performance.
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Embodiment 1
[0017] Made from the following raw materials: 3.63kg crushed stone, 5.61kg natural sand, 1.76kg asbestos powder, 0.066kg basalt fiber, 1.32kg polymer modified asphalt (5°C ductility: 45cm; penetration: 5.0mm , softening point: 90°C).
[0018] Preparation method: Mix the above raw materials uniformly at 165°C to 195°C to obtain a modified asphalt mixture, and use ordinary asphalt construction equipment to mix, pave and roll the modified asphalt mixture to obtain the road waterproof split layer. The waterproof and anti-cracking layer of the road is laid on the lower part of the upper layer of the road.
[0019] Test results of modified asphalt mixture: stability 9.1kN, dynamic stability 3100 times / mm, porosity 0.4%, water permeability coefficient 0.7mL / min, -15°C tensile strength 1.72MPa, 25°C shear strength 1.69Mpa , -10 ℃ low temperature bending test failure strain is 24426με. The detection method adopts the routine detection method stipulated in JTG F40-2004 "Technical Spe...
Embodiment 2
[0021] It is made of the following raw materials: 5kg of gravel, 30kg of natural sand, 13.5kg of asbestos powder, 1.5kg of basalt fiber, polymer modified asphalt (5°C ductility: 40cm; penetration: 6.0mm; softening point: 80°C) 9.7kg.
[0022] Preparation method: with embodiment 1.
[0023] Test results of modified asphalt mixture: stability 8.0kN, dynamic stability 2100 times / mm, porosity 0.2%, water permeability coefficient 0.5mL / min, -15°C tensile strength 1.50MPa, 25°C shear strength 1.58Mpa , -10 ℃ low temperature bending test failure strain is 27397με. The detection method adopts the routine detection method stipulated in JTG F40-2004 "Technical Specifications for Construction of Highway Asphalt Pavement".
Embodiment 3
[0025] It is made of the following raw materials: 35kg of gravel, 14.95kg of asbestos powder, 0.05kg of basalt fiber, polymer modified asphalt (5°C ductility: 45cm; penetration: 6.5mm; softening point: 95°C) 7.5 kg.
[0026] Preparation method: with embodiment 1.
[0027] Test results of modified asphalt mixture: stability 8.4kN, dynamic stability 2400 times / mm, porosity 0.35%, water permeability coefficient 0.66mL / min, -15°C tensile strength 1.62MPa, 25°C shear strength 1.60Mpa , -10 ℃ low temperature bending test failure strain is 25130με. The detection method adopts the routine detection method stipulated in JTG F40-2004 "Technical Specifications for Construction of Highway Asphalt Pavement".
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