Preparation method of polymer modified asphalt material
A technology of modified asphalt and polymer materials, applied in drainage structures, waterway systems, roads, etc., can solve the problems of poor rainwater permeability, reduced road friction, vehicle danger, etc., to reduce accumulation, reduce laying time, and increase load. effect of ability
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Embodiment 1
[0032] It is necessary to make the modified asphalt polymer material 2 have a hydrophobic function to ensure the rapid drainage of rainwater on the road surface, please refer to Figure 1-4 , and discloses a method for preparing a polymer-modified asphalt material, wherein a polymer-modified asphalt material includes an integrated material layer 1 and a foundation 30 under the integrated material layer 1, and the interior of the integrated material layer 1 is symmetrically installed with Adhesive material 3, modified asphalt polymer material 2 is installed between the two adhesive materials 3, upper diversion hole cylinder 11 is installed inside the integrated material layer 1, combined roadbed frame 4 is installed on the foundation 30, combined roadbed frame The two sides of 4 are provided with limiting edge 21, and the interior of combined subgrade frame 4 is provided with permeable hole 5, and the inside of modified asphalt aggregate material 2 is symmetrically installed wit...
Embodiment 2
[0035] The height of the existing pavement will move down slightly after being heavily pressed by the vehicle for a long time, but the lowering will affect the overall hydrophobicity of the integrated material layer 1. This embodiment is an improvement made on the basis of embodiment 1. Specifically, see Figure 1-4 , the diameter of the upper diversion hole cylinder 11 is 0.3 centimeters, the lower end of the upper diversion hole cylinder 11 is equipped with a lower diversion column 12, and the upper diversion hole cylinder 11 is used for inserting in the lower diversion column 12, and the upper strata The outside of the diversion hole cylinder 11 is provided with a hypotenuse 13 , and the bottom of the lower diversion column 12 is provided with a fixed foot 14 .
[0036]When the overall height of the integrated material layer 1 decreases, the upper diversion hole cylinder 11 will fall simultaneously with the height of the integrated material layer 1, and the lower end of the...
Embodiment 3
[0038] After the rainwater is discharged into the infiltration hole 5, it needs to be discharged to avoid accumulating inside the device. This embodiment is an improvement made on the basis of Embodiment 2. For details, please refer to Figure 1-5 , the inside of the combined subgrade frame 4 is also provided with a diversion cavity 24, the diversion cavity 24 is used to communicate with two permeable holes 5, and the inside of the diversion cavity 24 is equipped with a support shaft 25.
[0039] After the rainwater is discharged into the infiltration hole 5 , it will flow into the combined roadbed frame 4 , be collected by the combined roadbed frame 4 , and be discharged uniformly, and the supporting shaft 25 can increase the supporting strength of the diversion chamber 24 .
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