Evaluation method for temperature sensitivity based on asphalt cement
An evaluation method and technology of asphalt glue, applied in the directions of flow characteristics, analysis materials, measurement devices, etc., can solve the problem that the temperature change of the viscoelastic state of the asphalt binder cannot be effectively reflected, and the viscoelastic characteristics of the asphalt binder cannot be effectively reflected with temperature. It can not fully reflect the temperature sensitivity of asphalt binder and other problems, so as to achieve the effect of high accuracy, high precision and wide temperature range.
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[0029] Specific examples of evaluating and comparing the temperature sensitivity of asphalt binders between the present invention and the Penetration Index (PI) method, the Penetration Viscosity (PVN) method, and the Complex Modulus Index (GTS) method are as follows:
[0030] The specific conditions for implementation are: the asphalt used is 70 # For road petroleum asphalt, I-DSBS modified asphalt and rubber asphalt, the particle size of rubber powder is 40 mesh, and the mass of rubber powder accounts for 70 # 20% of the quality of road petroleum asphalt. When preparing rubber asphalt, it is heated by a stirring oil bath. The temperature of the stirring oil bath is automatically controlled by an electronic temperature controller. The temperature control temperature is 180±5°C, the stirring speed is 1000 rpm, and the mixing time for 45min.
[0031] Penetration index (PI) method: Use 5 temperatures of 10, 15, 20, 25, and 30°C to carry out the penetration test, and take the pen...
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