Cold-regeneration quick repairing material and preparation method thereof
A repair material and cold recycling technology, which is applied in the field of road maintenance, can solve the problems of slow strength development, hindering the recycling rate of old asphalt mixture, and limiting the application range of emulsified asphalt cold recycling materials, etc.
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Embodiment 1
[0016] 1) First, mix 40kg of old asphalt mixture, 60kg of new aggregate, and 10kg of quartz fine sand and stir evenly, then place it in a constant temperature oven at 160±5°C, heat it for 2 hours, and then pour it into the oven that has been preheated to 110~120 ℃, add 2kg of regenerant, and mix for 60s. After mixing, take it out and put it in a cool place to cool down naturally for later use, thus forming component A;
[0017] 2) 100kg of cement obtained by compounding ordinary Portland cement P.C42.5 and P.C52.5 at a mass ratio of 3:1, calcium chloride early strength agent 1.0kg, and sodium lignosulfonate water reducer 0.5kg and 1.5kg of polypropylene fibers were mixed and stirred for 60s to form component B evenly;
[0018] 3) In the first 5 minutes of paving and rolling the milled asphalt pavement with cold recycled quick-repair material, weigh 60kg of emulsified asphalt, 40kg of water-based epoxy resin, 15kg of water, 10kg of curing agent and coupling 1kg, first mix and ...
Embodiment 2
[0021]1) First, mix 60kg of old asphalt mixture, 40kg of new aggregate, and 15kg of quartzite fine sand and stir evenly, then place it in a constant temperature oven at 160±5°C, heat it for 3 hours, and then pour it into the oven that has been preheated to 110~ Add 3kg of regenerant to an asphalt mixer at 120°C, and mix for 60s. After mixing, take it out and place it in a cool place to cool down naturally for later use, thus forming component A;
[0022] 2) 100kg of cement obtained by compounding ordinary Portland cement P.C42.5 and P.C52.5 at a mass ratio of 4:1, calcium chloride early strength agent 1.5kg, and sodium lignosulfonate water reducer Mix 0.7kg and 2.0kg polypropylene fiber and stir for 60s to form component B evenly;
[0023] 3) In the first 5 minutes of paving and rolling the milled asphalt pavement with cold recycled quick-repair material, weigh 70kg of emulsified asphalt, 30kg of water-based epoxy resin, 20kg of water, 15kg of curing agent and coupling 3kg, f...
Embodiment 3
[0026] 1) First, mix 70kg of old asphalt mixture, 30kg of new aggregate, and 20kg of quartzite fine sand and stir evenly, then place it in a constant temperature oven at 160±5°C, heat it for 4 hours, and then pour it into the oven that has been preheated to 110~ Add 4kg of regenerant to an asphalt mixer at 120°C, and mix for 90s. After mixing, take it out and place it in a cool place to cool down naturally for later use, thus forming component A;
[0027] 2) 100kg of cement obtained by compounding ordinary Portland cement P.C42.5 and P.C52.5 at a mass ratio of 5:1, calcium chloride early strength agent 2.0kg, and sodium lignosulfonate water reducer 0.8kg and 2.5kg of polypropylene fibers were mixed and stirred for 90s to form component B evenly;
[0028] 3) In the first 10 minutes of paving and rolling the asphalt pavement after milling and planing with cold recycled quick-repair material on site, weigh 80kg of emulsified asphalt, 20kg of water-based epoxy resin, 25kg of water...
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