BRT station heavy traffic road section pavement structure and construction method
A construction method and transportation technology, which is applied to the coagulation pavement, roads, roads and other directions of on-site paving, can solve the problems of inability to meet the traffic characteristics of BRT, complicated maintenance and construction, and prone to cracking, so as to reduce the risk of material cracking and improve the Construction feasibility and effect of increasing strength
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Embodiment 1
[0054] A pavement structure of BRT heavy-duty traffic section:
[0055] (1) Steel slag and basalt rock are used together as coarse aggregate, and the mass ratio of steel slag to basalt coarse aggregate is 4:6. The content of free calcium oxide in steel slag is 1.2%, and the polishing value is 51. A stabilizer composed of SBS modified asphalt, high-viscosity modifier (amount of 11% of the mass of SBS modified asphalt), methyltriethoxysilane and zinc methacrylate in a mass ratio of 3:1 (amount of 0.5% of the mass of SBS modified asphalt), mixed and sheared at 185°C for 45 minutes, and developed at 165°C for 2 hours to prepare ultra-high viscosity modified asphalt. Its performance classification is PG 88-22, and its dynamic viscosity at 60°C is 48×10 4 Pa·s, the softening point is 104°C, the viscous toughness is 24.6N·m, and the toughness is 16.1N·m. The fibers are flocculent lignin fibers mainly made of raw wood pulp, and the dosage is 0.3% of the mass of the asphalt mixture....
Embodiment 2
[0069] A pavement structure of BRT heavy-duty traffic section:
[0070] (1) Select basalt rock as coarse aggregate. A stabilizer composed of SBS modified asphalt, high-viscosity modifier (the dosage is 8% of the mass of SBS modified asphalt), bisthiocarbonyl dimethylamine disulfide and methacrylate in a mass ratio of 2:1 (mixed The amount is 0.3% of the mass of SBS modified asphalt), mixed and sheared at 175°C for 40 minutes, and developed at 160°C for 2 hours to prepare ultra-high viscosity modified asphalt. Its performance classification is PG 88-22, and its dynamic viscosity at 60°C is 33×10 4 Pa·s, the softening point is 93°C, the viscous toughness is 22.1N·m, and the toughness is 15.6N·m. The fibers are flocculent lignin fibers mainly made of raw wood pulp, and the dosage is 0.3% of the mass of the asphalt mixture. The dosage of high modulus additive is 0.3% of the mass of asphalt mixture. The auxiliary agent is a mixture of hydroxyfluorosilicone oil and Sasobit wax a...
Embodiment 3
[0084] A pavement structure of BRT heavy-duty traffic section:
[0085] (1) Steel slag and diabase rock are selected to form coarse aggregate at a mass ratio of 6:4. The content of free calcium oxide in steel slag is 1.2%, and the polishing value is 51.
[0086] A stabilizer composed of SBS modified asphalt, high-viscosity modifier (amount of 15% of the mass of SBS modified asphalt), methyltriethoxysilane and zinc methacrylate in a mass ratio of 2:1 (amount of 0.8% of the mass of SBS modified asphalt), mixed and sheared at 188°C for 50 minutes, and developed at 165°C for 2 hours to prepare ultra-high viscosity modified asphalt. Its performance classification is PG 88-22, and its dynamic viscosity at 60°C is greater than 58×10 4 Pa·s, the softening point is 109°C, the viscous toughness is 26.1N·m, and the toughness is 17.3N·m. The fibers are flocculent lignin fibers mainly made of raw wood pulp, and the dosage is 0.3% of the mass of the asphalt mixture. The dosage of high m...
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