High-speed railway subgrade asphalt graded crushed stone and preparation method thereof
A technology for high-speed railways and graded crushed stones, which is applied to roads, roads, and coagulating pavements paved on site, etc. It can solve problems affecting the waterproof and drainage effect of railways, water damage to asphalt concrete, and threats to the safe operation of trains, so as to avoid Effects of water damage and aging phenomena, strong adaptability to deformation, and good water-repellent ability
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Embodiment 1
[0036] 1. Raw material testing
[0037] (1) Modified asphalt
[0038] SBS modified asphalt is selected, and its measured technical indicators and technical requirements are shown in Table 1.
[0039] Table 1 Technical requirements of SBS modified asphalt
[0040]
[0041] (2) Aggregate
[0042] The performance test results of coarse and fine aggregates are shown in Tables 2 and 3.
[0043] Table 2 Measured properties and technical requirements of coarse aggregate
[0044]
[0045] Table 3 Measured properties and technical requirements of fine aggregate
[0046]
[0047] (3) The measured performance and technical requirements of the limestone powder used are shown in Table 4.
[0048] Table 4 Limestone powder measured performance and technical requirements
[0049]
[0050] 2. Aggregate Grading Design
[0051] According to the aggregate grading range in asphalt graded crushed stone and the sieving of aggregates of corresponding specifications, the ratio of synt...
Embodiment 2
[0070] Except that the modified asphalt was selected as SBR modified asphalt, the rest of the raw materials were selected from the same raw materials and gradation as in Example 1, only the construction process and the amount of reinforcing agent were changed.
[0071] Preparation:
[0072] SBS modified asphalt is selected, and its measured technical indicators and technical requirements are shown in Table 8.
[0073] Table 8 Technical requirements for SBR modified asphalt
[0074]
[0075] Taking the total mass of asphalt graded crushed stone on the high-speed railway roadbed as the benchmark,
[0076] (1) Preheat 4.94% SBR modified asphalt to 175°C for 5 hours; 86.06% aggregate to 195°C for 5 hours; 8% limestone powder to 195°C, Preheating time is 5h;
[0077] (2) Mix 1% asphalt reinforcing agent and the preheated aggregate evenly, the mixing temperature is 190°C, and the mixing time is 30s;
[0078] (3) Then, add the preheated SBS modified asphalt, continue to mix ev...
Embodiment 3
[0085] Select the same raw materials and gradation as in Example 1, only changing the construction process and reinforcing agent dosage.
[0086] Preparation:
[0087] Taking the total mass of asphalt graded crushed stone on the high-speed railway roadbed as the benchmark,
[0088] (1) Preheat 6.0% SBS modified asphalt to 170°C for 4 hours; 88.2% aggregate to 190°C for 4 hours; 5% limestone powder to 190°C, The warm-up time is 4h;
[0089] (2) Mix 0.8% asphalt reinforcing agent and the preheated aggregate evenly, the mixing temperature is 185°C, and the mixing time is 15s;
[0090] (3) Then, add the preheated SBS modified asphalt, continue to mix evenly, the mixing temperature is 185°C, and the mixing time is 85s;
[0091] (4) Then, add the preheated limestone powder, continue to mix uniformly to obtain high-speed railway subgrade asphalt graded gravel, the mixing temperature is 185°C, and the mixing time is 85s.
[0092] See Table 10 for performance evaluation
[0093] T...
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