Asphalt aging evaluation method based on AC impedance spectrum
A technology of AC impedance spectroscopy and aging assessment, applied in material resistance, measuring devices, instruments, etc., can solve the problems of non-asphalt aging assessment and monitoring, and achieve the effect of fast test speed, simple data analysis process and less sample consumption.
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Embodiment 1
[0041] according to Figure 7 The flow chart shown is to test the AC impedance of the base asphalt, and the specific process is as follows:
[0042] (1) Add excess anhydrous magnesium sulfate to chloroform, let it stand for 8 hours in a dark environment, and obtain dry chloroform after repeated filtration.
[0043](2) Weigh 0.015g of original asphalt, short-term and long-term thermo-oxidative aging matrix pitch and dissolve them in 5ml of chloroform, and place the matrix pitch-chloroform solution in an ultrasonic disperser to completely dissolve the matrix pitch. The bitumen concentration was 0.003 g / ml.
[0044] (3) Weigh 1.16229g of tetrabutylammonium hexafluorophosphate and dissolve it in 15ml of chloroform, and place the tetrabutylammonium hexafluorophosphate-chloroform in an ultrasonic disperser to make tetrabutylammonium hexafluorophosphate It is completely dissolved, and the concentration of tetrabutylammonium hexafluorophosphate is 0.2mol / L.
[0045] (4) Mix the sol...
Embodiment 2
[0051] AC Impedance Test of Base Bitumen as Original and After Short and Long-term Aging
[0052] The test amplitude is set to 0.005V, the high frequency is 100KHZ, and the low frequency is 100HZ, and the impedance test of the matrix asphalt before and after short-term and long-term aging is carried out in the same test method as in Example 1. Depend on figure 1 (b) and Table 1, it can be seen that under the test parameter conditions, the R Ω +R ct 1.73×10 4 Ω, 1.68×10 4 Ω and 1.56×10 4 Ω.
Embodiment 3
[0054] AC Impedance Test of Base Bitumen as Original and After Short and Long-term Aging
[0055] The test amplitude is set to 0.0075V, the high frequency is 1000KHZ, and the low frequency is 10HZ, and other tests are performed on the matrix asphalt before and after short-term and long-term aging with the same test method as in Example 1. Depend on figure 1 (c) and Table 1, it can be seen that under the test parameter conditions, the R Ω +R ct 1.71×10 4 Ω, 1.67×10 4 Ω and 1.52×10 4 Ω.
[0056] By comparing the impedance values of matrix asphalt before and after short-term and long-term aging under three test parameters (as shown in Table 1), it is found that the R of matrix asphalt Ω +R ct The values show a gradually decreasing trend with the deepening of the aging degree. Compared with the original matrix asphalt, the R Ω +R ct Respectively decreased by 3% and 11%, so the aging degree of matrix asphalt can be judged according to the change of impedance value.
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