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聚氨酯复合改性沥青的制备与性能研究
引用本文:金鑫,郭乃胜,闫思檬,刘涛,尤占平. 聚氨酯复合改性沥青的制备与性能研究[J]. 中国公路学报, 2021, 34(3): 80-94. DOI: 10.19721/j.cnki.1001-7372.2021.03.004
作者姓名:金鑫  郭乃胜  闫思檬  刘涛  尤占平
作者单位:1. 大连海事大学 交通运输工程学院, 辽宁 大连 116062;2. 密歇根理工大学 土木与环境工程系, 密歇根 霍顿 MI49931
基金项目:国家自然科学基金项目(51308084);辽宁省自然科学基金项目(20180550173);中央高校基本科研业务费专项资金项目(3132017029);大连海事大学“双一流建设专项”项目(BSCXXM021)。
摘    要:为改善聚氨酯(PU)改性沥青的性能,实现其在道路工程领域的应用,将PU、岩沥青(RA)和基质沥青(BA)按照自定的室内工艺流程制备得到PU复合改性沥青,并探讨了制备工艺参数的适宜性.采用针入度、软化点、延度和旋转黏度试验优化了PU和RA的掺配方案,基于胶体理论分析了PU复合改性沥青的温度敏感性;利用动态剪切流变(DSR...

关 键 词:道路工程  聚氨酯复合改性沥青  试验分析  制备工艺  岩沥青  流变特性  微观结构
收稿时间:2019-10-31

Preparation and Performance Evaluation on Polyurethane Composite Modified Asphalt
JIN Xin,GUO Nai-sheng,YAN Si-meng,LIU Tao,YOU Zhan-ping. Preparation and Performance Evaluation on Polyurethane Composite Modified Asphalt[J]. China Journal of Highway and Transport, 2021, 34(3): 80-94. DOI: 10.19721/j.cnki.1001-7372.2021.03.004
Authors:JIN Xin  GUO Nai-sheng  YAN Si-meng  LIU Tao  YOU Zhan-ping
Affiliation:1. School of Transportation Engineering, Dalian Maritime University, Dalian 116026, Liaoning, China;2. Department of Civil and Environmental Engineering, Michigan Technological University, Houghton MI 49931, Michigan, USA
Abstract:The objective of this study was to improve the properties of polyurethane(PU)modified asphalt,which can be used in road engineering.The PU composite modified asphalt was prepared using PU,rock asphalt(RA),and base asphalt(BA)through a self-developed laboratory process,and subsequently,the suitability of the preparation process parameters was discussed.The composition of PU and RA was optimized by penetration,softening point,ductility,and rotational viscosity tests.The temperature sensitivity of the PU composite modified asphalt was analyzed based on the colloid theory.The rheological properties of the PU composite modified asphalt were investigated by dynamic shear rheology and bending beam rheology tests,also the multiple stress creep recovery test was performed to evaluate the permanent deformation resistance.Next,the Performance Grade temperature of the composite modified asphalt was determined.Scanning electron microscope was used to observe the internal microstructure of the PU composite modified asphalt.The key chemical reaction between PU and asphalt was explored by an infrared spectroscopy test.The results show that the penetration,softening point,and ductility of the PU composite modified asphalt improve by 42%,4%,and 19%,respectively,with an increase in the PU content from 1%to 5%,and when 5%RA was used.The softening point of the composite modified asphalt containing 5%PU improves by 17%with an increase in the RA content from 5%to 15%,whereas penetration and ductility decrease by 64%and 138%,respectively.The PG high temperature grade of both PU composite modified asphalt with 5%PU and 15%RA and 3%PU and 15%RA can reach 82℃.The PG temperature grade of PU composite modified asphalt with 5%PU and 5%RA was-22℃,indicating that the use of PU can improve the low temperature rheological properties,and the introduction of RA can increase the high temperature rheological properties with regard to BA.BA,PU,and RA perform a preferable compatibility,proving the feasibility of the proposed preparation method.Both obvious chemical reactions were exposed in the PU composite modified asphalt,namely,the addition reaction between the isocyanate and aromatic compounds in BA and the unsaturated bond in PU crosslinked with the S-S bond in BA.Additionally,the resistance to low temperature deformation is due to the crosslinked network structure that is formed.
Keywords:road engineering  polyurethane modified asphalt  testing analysis  preparation process  rock asphalt  rheological properties  micro structure
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