Ultra-thin wearing layer of pavement
A wear layer, ultra-thin technology, applied in the field of asphalt mixture, can solve the problems of insignificant overall, difficult to achieve pertinence, reduced cost, etc., to improve water stability, good stability, and enhance resistance to dynamic water erosion. Effect
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Embodiment 1
[0023] Aggregate: basalt, the maximum nominal particle size is 6.7mm;
[0024] Filler: cement (ordinary Portland cement 42.5); limestone mineral powder; limestone mineral powder: ordinary Portland cement = 1:2;
[0025] The ore grading is:
[0026] Sieve hole(mm)
9.5
6.7
2.36
1.18
0.6
0.075
Passing rate(%)
100
95.5
10.7
8.9
7.3
4.2
[0027] Asphalt binder (high-performance asphalt): base asphalt is I-C type SBS modified asphalt, 40 mesh to 60 mesh waste tire rubber powder is 24% of SBS modified asphalt, and high-performance asphalt accounts for 8.5% of the total mass of the mixture.
[0028] Warm mix agent: DAT warm mix agent, the dosage is 6.0% of high-performance asphalt.
[0029] The void ratio of the mixture was 19.8%.
[0030] The performance indicators of the mixture are:
[0031] project
Embodiment 2
[0033] Aggregate: diabase, the maximum nominal particle size is 6.7mm;
[0034] Filler: cement (ordinary Portland cement 32.5); limestone mineral powder; limestone mineral powder: ordinary Portland cement = 1:3;
[0035] The ore grading is:
[0036] Sieve hole(mm)
9.5
6.7
2.36
1.18
0.6
0.075
Passing rate(%)
100
91.4
14
12.7
8.1
4.3
[0037] Asphalt binder (high-performance asphalt): base asphalt is I-C type SBS modified asphalt, 40 mesh to 60 mesh waste tire rubber powder is 25% of SBS modified asphalt, and high-performance asphalt accounts for 9.0% of the total mass of the mixture.
[0038] Warm mix agent: DAT warm mix agent, its dosage is 5.5% of high-performance asphalt.
[0039] The void ratio of the mixture was 17.5%.
[0040] The performance indicators of the mixture are:
[0041] project
Embodiment 3
[0043] Aggregate: diabase, the maximum nominal particle size is 6.7mm;
[0044] Filler: cement (ordinary Portland cement 42.5); limestone mineral powder; limestone mineral powder: ordinary Portland cement = 2:1;
[0045] The ore grading is:
[0046] Sieve hole(mm)
9.5
6.7
2.36
1.18
0.6
0.075
Passing rate(%)
100
97.8
24.4
18.3
11.7
8.5
[0047] Asphalt binder (high-performance asphalt): base asphalt is I-C type SBS modified asphalt, 60 mesh to 80 mesh waste tire rubber powder is 22% of SBS modified asphalt, and high-performance asphalt accounts for 8.5% of the total mass of the mixture.
[0048] Warm mix agent: DAT warm mix agent, its dosage is 5% of high-performance asphalt.
[0049] The void ratio of the mixture is 4.8%, the VMA of the mineral aggregate is 21.1%, and the asphalt saturation is 77.3%.
[0050] The performance indicators of the mixture are:
[0051] proje...
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