A Design Method of Drainage Asphalt Mixture Proportion Based on Volume Parameters
A technology of drainage asphalt and mix ratio design, which is applied to coagulation pavements, roads, roads and other directions paved on site to achieve the effects of good repeatability, short time consumption, and harmonization of durability and functionality.
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Embodiment 1
[0033] to combine figure 1 In this embodiment, the design method of drainage asphalt mixture based on volume parameters includes the following steps:
[0034] Step 1. Prepare raw materials:
[0035] a. Asphalt: select high-viscosity modified asphalt for use, and the performance index of the high-viscosity modified asphalt is shown in Table 1;
[0036] b. Aggregate: choose aggregates with hard texture, rough surface and good adhesion (good adhesion means that the adhesion level between aggregate and asphalt is not less than 4);
[0037]The performance index of table 1 embodiment 1 high-viscosity modified asphalt
[0038]
[0039] Step 2. Design grading:
[0040] Step 201. Determine the design void ratio VV according to the climate zone of the asphalt pavement 设 , the VV 设 Meet: 18%≤VV 设 ≤22%;
[0041] In this embodiment, the VV 设 = 18%;
[0042] Step 202, the design void ratio VV has been determined in step 201 设 On the basis of , determine the design aggregate gap...
Embodiment 2
[0066] combine figure 1 In this embodiment, the design method of drainage asphalt mixture based on volume parameters includes the following steps:
[0067] Step 1. Prepare raw materials:
[0068] a. Asphalt: select high-viscosity modified asphalt for use, and the performance index of the high-viscosity modified asphalt is shown in Table 4;
[0069] b. Aggregate: choose aggregates with hard texture, rough surface and good adhesion (good adhesion means that the adhesion level between aggregate and asphalt is not less than 4);
[0070] The performance index of table 4 embodiment 2 high-viscosity modified asphalt
[0071]
[0072]
[0073] Step 2. Design grading:
[0074] Step 201. Determine the design void ratio VV according to the climate zone of the asphalt pavement 设 , the VV 设 Meet: 18%≤VV 设 ≤22%;
[0075] In this embodiment, the VV 设 = 21%;
[0076] Step 202, the design void ratio VV has been determined in step 201 设 On the basis of , determine the design agg...
Embodiment 3
[0099] to combine figure 1 In this embodiment, the design method of drainage asphalt mixture based on volume parameters includes the following steps:
[0100] Step 1. Prepare raw materials:
[0101] a. Asphalt: select high-viscosity modified asphalt, and the performance index of the high-viscosity modified asphalt is shown in Table 7;
[0102] b. Aggregate: choose aggregates with hard texture, rough surface and good adhesion (good adhesion means that the adhesion level between aggregate and asphalt is not less than 4);
[0103] Table 7 Example 3 Performance Index of High Viscosity Modified Asphalt
[0104]
[0105]
[0106] Step 2. Design grading:
[0107] Step 201. Determine the design void ratio VV according to the climate zone of the asphalt pavement 设 , the VV 设 Meet: 18%≤VV 设 ≤22%;
[0108] In this embodiment, the VV 设 = 22%;
[0109] Step 202, the design void ratio VV has been determined in step 201 设 On the basis of , determine the design aggregate gap r...
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