降黏型温拌胶粉改性沥青高低温性能试验

High and low temperature performance of rubber modified asphalt added with viscosity reducer

  • 摘要: 通过动态剪切流变试验(DSR)和小梁弯曲蠕变劲度试验(BBR),对添加不同掺量(1%、2%、3%)有机降黏剂(LP)的胶粉改性沥青(CR)高低温性能进行研究。结果表明:LP的添加使胶粉改性沥青的高温性能得到改善,复数剪切模量G*增大,相位角δ减小,且随着LP掺量的增加,其高温抗变形能力逐渐增强。对于低温性能,LP的添加可以提高胶粉改性沥青的低温性能,但不同温度下,随着降黏剂LP掺量的增加,其低温抗裂性能呈减小趋势,对改善胶粉改性沥青低温性能有一定的负面影响,且随着温度的降低,LP对胶粉改性沥青的低温性能改善效果减小,不同掺量对其影响相差不大。

     

    Abstract: The high temperature and low temperature performances of rubber modified asphalts with different viscosity reducers(1%, 2% and 3%) were studied by means of dynamic shear rheological test(DSR) and the bending creep test (BBR).The results indicate that the viscosity-reducer LP improves the high temperature performance of the rubber modified asphalt, in which the phase angle decreases and the complex modulus increases, and its high temperature performance increases gradually with the increase of viscosity reducers.Mixed with LP viscosity-reducer improves the low temperature performance of rubber powder modified asphalt, but the low temperature property decreases by the increase of viscosity-reducer dosages, which have the negative effects on improvements. The improvement effect on low temperature of viscosity agent LP to the rubber asphalts reduces with the temperature reduction, and the improvement of the low temperature performance with different dosages is similar.

     

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