Preparation process and paving method of normal temperature asphalt capable of forming high porosity and high modulus
A normal temperature asphalt, preparation technology, applied in the direction of ceramic products, other household utensils, climate sustainability, etc., to achieve the effect of flexible and fast construction, flexible construction, high strength
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Embodiment 1
[0042]Example 1: Non-ionic modified polyurethane thickener is not used
[0043] 1) According to the oil stone ratio of 4.0% (without water), add the weighed wear-resistant normal temperature asphalt composite emulsion without any non-ionic modified polyurethane thickener and OGFC speed-strength mixed aggregate into the cement forced mixer. Stir for 5 minutes, and after the material is evenly stirred, open the material door to discharge;
[0044] 2) Using a tamping machine, the mixture discharged from the cement forced mixer is directly tamped. The surface area is about 2 square meters and the thickness is about 6 cm. After one week, the core is drilled and sampled. The measured void ratio is 13.2%, and the Marshall stability is 5.9kN.
Embodiment 2
[0045] Example 2: FLL fast curing agent is not used
[0046] 1) According to the whetstone ratio of 4.0% (without water), mix the weighed wear-resistant normal temperature asphalt composite emulsion with 0.3%wt of non-ionic modified polyurethane thickener added, and OGFC fast-strength mixture without FLL fast curing agent. Add the material into the cement forced mixer and mix together for 5 minutes. After the material is evenly mixed, open the material door to discharge the material;
[0047] 2) Using a tamping machine, the mixture discharged from the cement forced mixer is directly tamped. The surface area is about 2 square meters and the thickness is about 6 cm. After one week, the core is drilled for sampling. At this time, the measured void ratio is 25.1%, and the Marshall is stable. Degree is 3.3kN.
Embodiment 3
[0048] Embodiment 3: Both non-ionic modified polyurethane thickener and FLL fast curing agent are used
[0049] 1) According to the whetstone ratio of 4.0% (without water), weigh the wear-resistant normal temperature asphalt composite emulsion with 0.3%wt non-ionic modified polyurethane thickener added, and OGFC speed-strength mixed aggregate (added 18% wt FLL fast curing agent), add it to the cement forced mixer, mix together for 5 minutes, after the material is evenly mixed, open the material door to discharge;
[0050] 2) Using a tamping machine, the mixture discharged from the cement forced mixer is directly tamped. The surface area is about 2 square meters and the thickness is about 6 cm. After one week, the core was drilled and sampled. At this time, the void ratio was measured to be 26.7%, and the Marshall stability was 8.6 kN.
[0051] Obviously, among the three examples, the third example: using both the non-ionic modified polyurethane thickener and the high-porosity...
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