Waste rubber powder modified asphalt composition and its preparation method
A technology of waste rubber powder and modified asphalt, which is applied to building structures, building components, building insulation materials, etc., can solve the problems of inability to generate active groups on the surface of rubber powder and complicated process, and achieve low production cost and low composition Simple, low-variety effects
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Embodiment 1
[0022] 400 grams of base asphalt with a penetration (25°C, 0.1mm) of 65, first heated to 160°C and melted; Ester coupling agent TMC-105 (produced by Green Chemical Auxiliary Factory, Tianchang City, Anhui Province) and 5% extracted oil were stirred evenly), and sheared at 180° C. for 90 minutes. Compared with the modified asphalt without pretreatment of waste rubber powder, the difference between the upper and lower softening points of the segregation test was reduced from -11.5°C to -4.8°C, and the stability of the rubber powder modified asphalt was significantly improved.
Embodiment 2
[0024] 400 grams of base asphalt with a penetration (25°C, 0.1mm) of 130, first heated to 150°C to melt; add 25% of 60-mesh waste rubber powder, and then add 4.0% of compound monoalkoxy titanate TMC-931 (Green Chemical Auxiliary Factory, Tianchang City, Anhui Province), shearing at 190°C for 120 minutes. Compared with the waste rubber powder modified asphalt without coupling agent, the difference between the upper and lower softening points in the segregation test was reduced from -15.2°C to -7.0°C, showing better storage stability.
Embodiment 3
[0026] Compared with Example 2, this example differs in that: the addition amount, particle size and shearing time of the waste rubber powder are changed. In this embodiment, 20% waste rubber powder is added, the particle size of the rubber powder is 80 mesh, and the shearing time is 180 minutes. The coupling agent is TMC-931 and phytoacid type monoalkoxy titanate TC-F (produced by Anhui Tianchang Chemical Factory) in a weight ratio of 2:1. The difference between the upper and lower softening points in the segregation test decreased from -13.3°C to -5.4°C.
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