Modified emulsified asphalt concrete
A technology for emulsified asphalt and concrete, which is applied in the field of road pavement construction and can solve problems such as oil flooding and hemp surface.
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Embodiment 1
[0021] The modified emulsified asphalt concrete in this embodiment includes the following components in mass percentage: 4.6% asphalt, 6% slag powder, 42% fine aggregate, 47% coarse aggregate, and 0.4% anti-stripping agent.
[0022] The asphalt is SBRⅡ-A type modified asphalt (asphalt ratio is 4.8%), the fine aggregate is 0-4.75mm machine-made sand, the coarse aggregate is 4.75-9.5mm crushed stone and 9.5-16mm crushed stone , wherein, the doping amount of 4.75-9.5mm gravel is 25%, the doping amount of 9.5-16mm gravel is 22%, and the anti-stripping agent is HY-1 type anti-stripping agent.
[0023] The above-mentioned components are heated and dried, sieved, weighed and then mixed to obtain the modified emulsified asphalt concrete of this embodiment.
Embodiment 2
[0025] The modified emulsified asphalt concrete in this embodiment includes the following components in mass percentage: 4.4% asphalt, 7% slag powder, 43% fine aggregate, 45% coarse aggregate, and 0.6% anti-stripping agent.
[0026] The asphalt is SBRⅡ-A type modified asphalt (asphalt ratio is 4.6%), the fine aggregate is 0-4.75mm machine-made sand, the coarse aggregate is 4.75-9.5mm crushed stone and 9.5-16mm crushed stone , wherein, the doping amount of 4.75-9.5mm gravel is 24%, the doping amount of 9.5-16mm gravel is 21%, and the anti-stripping agent is HY-1 type anti-stripping agent.
[0027] The above-mentioned components are heated and dried, sieved, weighed and then mixed to obtain the modified emulsified asphalt concrete of this embodiment.
Embodiment 3
[0029] The modified emulsified asphalt concrete in this embodiment includes the following components in mass percentage: 4.7% asphalt, 5% slag powder, 42% fine aggregate, 48% coarse aggregate, and 0.3% anti-stripping agent.
[0030] The asphalt is SBRⅡ-A type modified asphalt (asphalt ratio is 4.9%), the fine aggregate is 0-4.75mm machine-made sand, the coarse aggregate is 4.75-9.5mm crushed stone and 9.5-16mm crushed stone , wherein, the doping amount of 4.75-9.5mm gravel is 25%, and the doping amount of 9.5-16mm gravel is 23%.
[0031] The above-mentioned components are heated and dried, sieved, weighed and then mixed to obtain the modified emulsified asphalt concrete of this embodiment.
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