Rubber modified functional gradient concrete quick deicing pavement and deicing method
A concrete and functional technology, applied in the direction of roads, roads, pavement details, etc., can solve the problems of easily damaged pavement, low deicing efficiency, etc., and achieve the effect of ensuring safety and smoothness
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Embodiment 1
[0034] The pavement mix design method based on self-stress deicing and electrified deicing:
[0035] The self-stressing rubber asphalt concrete layer 1 includes asphalt concrete and rubber particles, and the amount of the rubber particles in the self-stressing rubber asphalt concrete layer 1 is 10% of the amount of the asphalt concrete. The asphalt concrete adopts AC-25 asphalt concrete, including aggregate and asphalt, the consumption of the asphalt is 3.8% of the aggregate, and the aggregate includes 20-30mm gravel, 10-20mm gravel, 5- 10mm crushed stone, 0~5mm stone chips, machine-made sand, mineral powder, the ratio of each component of the above aggregate is 30:27:16:12:11:4. The rubber particles are continuously graded from 0.1 to 2 mm. The laying thickness of the self-stress rubber asphalt concrete layer 1 is 4cm.
[0036] Described carbon black / carbon fiber / rubber composite modified concrete layer 2 comprises concrete, carbon black, carbon fiber and rubber particle, a...
Embodiment 2
[0039] The pavement mix ratio design method taking into account self-stress deicing, electrified deicing and microwave deicing:
[0040] The self-stressing rubber asphalt concrete layer 1 includes asphalt concrete and rubber particles, and the amount of the rubber particles in the self-stressing rubber asphalt concrete layer 1 is 10% of the amount of the asphalt concrete. The asphalt concrete adopts AC-25 asphalt concrete, including aggregate and asphalt, the consumption of the asphalt is 3.8% of the aggregate, and the aggregate includes 20-30mm gravel, 10-20mm gravel, 5- 10mm crushed stone, 0~5mm stone chips, machine-made sand, mineral powder, the ratio of each component of the above aggregate is 30:27:16:12:11:4. The rubber particles are continuously graded from 0.1 to 2 mm. The laying thickness of the self-stress rubber asphalt concrete layer 1 is 5cm.
[0041] Described carbon black / carbon fiber / rubber composite modified concrete layer 2 comprises concrete, carbon black,...
Embodiment 3
[0044] The pavement mix design method based on self-stress deicing and microwave deicing:
[0045] The self-stressing rubber asphalt concrete layer 1 includes asphalt concrete and rubber particles, and the amount of the rubber particles in the self-stressing rubber asphalt concrete layer 1 is 10% of the amount of the asphalt concrete. The asphalt concrete adopts AC-25 asphalt concrete, including aggregate and asphalt, the consumption of the asphalt is 3.8% of the aggregate, and the aggregate includes 20-30mm gravel, 10-20mm gravel, 5- 10mm crushed stone, 0~5mm stone chips, machine-made sand, mineral powder, the ratio of each component of the above aggregate is 30:27:16:12:11:4. The rubber particles are continuously graded from 0.1 to 2 mm. The laying thickness of the self-stress rubber asphalt concrete layer 1 is 6cm.
[0046] Described carbon black / carbon fiber / rubber composite modified concrete layer 2 comprises concrete, carbon black, carbon fiber and rubber particle, and...
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