排序方式: 共有8条查询结果,搜索用时 15 毫秒
1
1.
2.
为提高橡胶改性沥青的流变性能,采用动态剪切流变(DSR)试验,对石墨烯掺量不同的石墨烯橡胶复合改性沥青宏观力学性能变化规律进行研究,并结合电动荧光显微镜(E FM)、傅里叶变换红外光谱仪(FTIR),探究石墨烯橡胶复合改性沥青微观结构组成的变化规律.结果表明:与橡胶改性沥青相比,添加石墨烯的橡胶改性沥青具有更高的弹性恢复能力和抗变形能力,其流变性能有所提高;石墨烯橡胶复合改性沥青的荧光显微相态分布均匀且呈连续形貌,说明其存储稳定性和相容性得到了提升;石墨烯橡胶复合改性沥青中芳环CC含量相对增加,说明其力学性能有所提高. 相似文献
3.
In order to verify the influence of different block proportions S/B on the effect of SBS modified asphalt,the dynamic mechanical performance test and static loading test were performed on the samples composed of different kinds of SBS with base asphalt. It is found that different S/B values fix on different modified effects and different viscoelastic mechanical behaviors,due to biphasic separate fabric of polybutadiene and polystyrene in SBS. In low-speed running pavement,the modified asphalt with lower S/B value shows better pavement performance,while in high-speed running pavement,the modified asphalt with higher S/B value shows better pavement performance. As far as SBS modified asphalt itself is concerned,mixing proportion impacts on resisting displacement and block proportion S/B ratio impacts on strain recovery capacity. In the case that the conditions are the same,SBS modified asphalt with different S/B values can be used for different travelling speed pavement construction demands to get an intelligent use. 相似文献
4.
5.
6.
采用动态剪切的流变试验、弯曲梁的流变试验和测力延度试验等流变力学实验方法,对未老化复合改性沥青及其胶浆性能开展试验研究。结果表明复合改性沥青的高温流变力学性能优于常规SBS改性沥青。兼顾高、低温性质的复合改性沥青胶浆适宜的粉胶比为1.4粉胶比上限范围为1.6。 相似文献
7.
8.
为了研究石墨烯橡胶复合改性沥青的老化性能,利用旋转薄膜烘箱(RTFOT)及压力老化箱(PAV)对石墨烯橡胶复合改性沥青试样进行短期老化及长期老化的室内模拟。采用橡胶沥青及基质沥青作为对比试验,将老化前后沥青试样的常规性能和微观性能进行对比分析。试验结果表明:石墨烯橡胶复合改性沥青在不同程度老化后,残留针入度比,软化点差及黏度老化指数相较于橡胶沥青及基质沥青显示出较强的抗老化性能。在微观试验中,石墨烯橡胶复合改性沥青亚砜基指数较小,耐老化性能得到明显改善,在荧光显微镜扫描中,石墨烯的添加在橡胶沥青中形成网状结构,并在老化后相较橡胶沥青较为稳定。 相似文献
1