Experimental study on high temperature performance of PU-SBS composite modified asphalt
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Affiliation:

1.Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education;2.School of Materials Science and Engineering, Tongji University, Shanghai 201804, P. R. China

Clc Number:

U414

Fund Project:

National Key R&D Program of China (No. 2018YFC0705404); Natural Science Foundation of China (No. 51878480, 52078369); Fundamental Research Funds for the Central Universities

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    Abstract:

    Polymer modification is an important way to improve the high temperature performance of asphalt. In this work, PU-SBS composite modified asphalt was prepared by PU and SBS, and the effect of PU-SBS on high temperature performance of asphalt and modification mechanism were studied. The results show that PU-SBS composite modification can significantly reduce the penetration of asphalt and improve the softening point. PU-SBS modified asphalt can effectively improve the viscosity and high temperature rheological properties of asphalt, and the modification effect is obviously better than that of single polymer modification. PU-SBS modified asphalt has good permanent deformation resistance and elastic recovery at high temperature. The rutting resistance factor G*/sin δ at 64 °C reaches 18.35 kPa, which is 2.6 times and 1.6 times of SBS modified asphalt and PU modified asphalt under the same conditions, respectively. In addition, PU-SBS composite modification combines physical and chemical modification to improve the high temperature performance of asphalt: physical adsorption swelling of SBS in asphalt and chemical reaction of PU with asphalt components.

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温宇彤,徐玲琳,谢明君,蒋正武. PU—SBS复合改性沥青的高温性能试验研究[J].土木与环境工程学报(中英文),2022,44(6):162~169

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History
  • Received:October 08,2021
  • Revised:
  • Adopted:
  • Online: November 09,2022
  • Published:
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