Municipal asphalt concrete pavement construction method
A technology of asphalt concrete and construction method, which is applied to the coagulation pavement, roads, roads and other directions of on-site paving, can solve the problem of the weak anti-fatigue and anti-rutting ability of asphalt concrete, affecting the service life of municipal roads and the service life of municipal roads, etc. problem, to achieve the effect of not easy to crack and damage, not easy to crack or damage, improve fatigue resistance and anti-rutting performance
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Embodiment 1
[0077] A construction method for municipal asphalt concrete pavement, comprising the following steps:
[0078] S1, clean up the roadbed, as follows:
[0079] Clean up the impurity and weeds in the roadbed, clean up the miscellaneous fill in the roadbed, and then compact the roadbed with a road roller.
[0080] S2, lay the cushion, as follows:
[0081] Evenly spread the asphalt gauze on the clean roadbed, and spray the penetrating layer oil on the gauze to form a cushion.
[0082] S3. Paving asphalt concrete, details are as follows:
[0083] The pre-mixed asphalt concrete is evenly spread on the cushion layer, and cured to form a pavement layer.
[0084] S4, compaction, specifically as follows:
[0085] The pavement is compacted with a road roller to obtain an asphalt concrete pavement.
[0086] Wherein, the preparation method of asphalt concrete is as follows:
[0087] Add 5kg of asphalt into a 150L stirring tank, stir at a speed of 300r / min, heat to 135°C while stirring...
Embodiment 2
[0090] The difference with embodiment 1 is:
[0091] The dosage of each component added in the preparation process of asphalt concrete is as follows:
[0092] Asphalt 10kg; coarse aggregate 65kg; fine aggregate 8kg; basalt fiber 13kg; coupling agent 0.75kg; triethylene glycol dimethacrylate 2kg; clotrimazole 0.75kg; tridecyl phenyl ketone 0.2kg.
[0093] In this embodiment, the coarse aggregate is uniformly mixed with 25kg 0-3mm basalt, 10kg 3-5mm basalt, 20kg 5-10mm basalt and 10kg 10-16mm basalt; the fine aggregate is composed of 7.5kg mineral powder and 0.5kg stone powder Mix evenly.
Embodiment 3
[0095] The difference with embodiment 1 is:
[0096] The dosage of each component added in the preparation process of asphalt concrete is as follows:
[0097] Asphalt 7.5kg; coarse aggregate 72.5kg; fine aggregate 5.5kg; basalt fiber 10.5kg; coupling agent 1kg; triethylene glycol dimethacrylate 1kg; clotrimazole 1kg; tridecyl phenyl ketone 0.3 kg.
[0098] In this embodiment, the coarse aggregate is uniformly mixed with 24.5kg 0-3mm basalt, 20kg 3-5mm basalt, 18kg 5-10mm basalt and 10kg 10-16mm basalt; the fine aggregate is composed of 1.5kg ore powder and 4kg stone powder Mix evenly.
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