共查询到19条相似文献,搜索用时 359 毫秒
1.
废旧沥青再生剂的开发 总被引:4,自引:0,他引:4
通过对废旧沥青再生机理的分析 ,以炼油厂的废料为原料开发出废旧沥青用复合再生剂。讨论了复合再生剂自身的抗老化性能 ,并考察了复合再生剂在老化过程中化学组成的变化及其再生效果。结果表明 ,开发的复合再生剂自身抗老化性能较传统的轻油型再生剂好 相似文献
2.
再生沥青由于其轻组分含量较多,在老化过程中粘度变化较一般道路沥青敏感得多,无法再沿用考察一般道路沥青抗老化性能的方法。根据再生沥青的特殊性,分别采用失重系数法和,Ic(胶体不稳定指数)变化法考察了沈阳一大连、沈阳一铁岭高速公路再生沥青的抗老化性能,实验结果证明了这两种方法的可靠性。 相似文献
3.
4.
分析了高沥青质塔河原油减压渣油生产道路沥青的潜在优势和不足,认为主要问题是所产道路沥青的抗老化性能较差和延度较低.研究了塔河减压渣油所产道路沥青的老化过程动力学,结果表明,该道路沥青老化时,活化能较低、反应速率常数较高,老化前后沥青各项指标变化幅度较大,表现出沥青的抗老化性能差.通过对沥青老化机理的分析,认为可采用组分调合、部分改性及添加抗老化添加剂的方法来解决延度低、抗老化性能差的问题.试验数据表明,利用上述方法,可以使塔河原油所产道路沥青的延度和抗老化性能得到改善,主要技术指标符合优质产品规格要求. 相似文献
5.
以辽河AH-90基质沥青为研究对象,在实验室使用82型薄膜烘箱模拟自然老化,考察了沥青老化过程中四组分含量的变化规律。采用自主研发的沥青再生技术和LKJ-I型废旧沥青再生剂,通过组分调和法对辽河AH-90~#废旧沥青进行了再生,并建立以软化点为参数的再生沥青和基质沥青的老化动力学方程。结果表明,沥青在老化的过程中,一般会遵循由芳香分转化为胶质,继而胶质转化为沥青质的变化趋势;以软化点为基本参数,基质沥青、再生沥青的老化动力学方程分别为lnR_t=3.772 8+70.91te~(-3 650/T),lnR_t=3.763 5+33.41te~(-3 730/T);与基质沥青相比,再生沥青的老化反应速率常数较小且活化能较高,表明再生后其抗老化性能得到改善。 相似文献
6.
7.
8.
9.
《石油沥青》2016,(5)
为了考察再生剂对老化沥青的再生效果,从再生剂的软化能力、再生沥青的抗变形能力和抗老化能力三个方面进行试验。选择两种不同类型的再生剂A和B的不同添加量对老化沥青进行再生,测定再生沥青的针入度、软化点、延度和黏度,并对再生剂、老化沥青和再生沥青进行了组分分析。以针入度指标确定了两种再生剂的适宜添加比例,通过黏韧性试验和薄膜烘箱试验对再生沥青的抗变形能力和抗老化能力进行了分析。结果表明,芳香分含量高、黏度小的再生剂A软化能力强;随再生剂添加量的增大,拉力峰值逐渐减小,韧性逐渐增大,再生沥青的抗变形能力减弱,变形能力增强;再生剂A、B的适宜添加量分别为2%、6%。 相似文献
10.
11.
Effects of layered double hydroxides (LDHs), antioxidant (Irganox 1010) and their compounds on physical and rheological properties and chemical compositions of asphalt were investigated to evaluate the antiaging performance. Results indicate that Irganox 1010 modified asphalt shows good thermo-oxidative aging resistance, LDHs modified asphalt shows good ultraviolet (UV) aging resistance, while the compound consisting of LDHs and Irganox 1010 modified asphalt exhibits excellent resistance to both thermo-oxidative aging and UV aging. Furthermore, changes of chemical compositions of asphalt show that Irganox 1010 peptizes the asphaltenes, and the compound of LDHs and Irganox 1010 exhibits the most effective inhibition of gelatinization of asphalt binder during aging process. 相似文献
12.
13.
Zhaohui Zhao Mingqin Xuan Zheng Liu Yufeng Cong Yi Wei Kejian Liao 《Petroleum Science and Technology》2003,21(9):1575-1582
Asphalt aging is a nonreversible first order reaction, and the extent of asphalt aging is usually expressed by the increase of its softening point. In this article, the first order aging kinetic model of asphalt has been put forward based on softening points of asphalt at different aging time, and the kinetic parameters have been obtained. The results showed that the aging of asphalt could be described with softening point and belonged to first order kinetics, which offered a available and convenient method for studying the asphalt aging behavior. The aging resistance of two paving asphalts were also compared by this model. 相似文献
14.
《Petroleum Science and Technology》2013,31(9-10):1575-1582
Abstract Asphalt aging is a nonreversible first order reaction, and the extent of asphalt aging is usually expressed by the increase of its softening point. In this article, the first order aging kinetic model of asphalt has been put forward based on softening points of asphalt at different aging time, and the kinetic parameters have been obtained. The results showed that the aging of asphalt could be described with softening point and belonged to first order kinetics, which offered a available and convenient method for studying the asphalt aging behavior. The aging resistance of two paving asphalts were also compared by this model. 相似文献
15.
Song Xu Jianying Yu Changbin Hu Lijuan Jia Lihui Xue 《Petroleum Science and Technology》2017,35(2):127-133
The effects of five layered double hydroxides (LDHs) with different zinc ratio on the physical and rheological properties, chemical components, and anti-UV aging performance of asphalt were evaluated. Results show that LDHs improve the deformation resistance of asphalt at high temperature. After UV aging, LDH-modified asphalts show the smaller changes of physical and rheological properties and chemical components in comparison with asphalt, indicating the improved UV aging resistance. By comparison, the LDHs with higher ratio of zinc in the layers have the more outstanding UV reflection ability, leading to a beneficial effect in improving UV aging resistance of asphalt. 相似文献
16.
In this article, asphaltene index, aging index, and Gastel index (Ic) are introduced to study the aging resistance of paving asphalts. Meanwhile, the solubility parameter theory is applied to evaluate the aging resistance of these paving asphalts. The results show that the greater the asphaltene index, the aging index or the Gastel index, the worse the aging resistance of the paving asphalt. The small difference between solubility parameters of asphaltene and maltene of the paving asphalt contributes to its good aging resistance. The analytical results in these two ways are consistent. 相似文献
17.
Ming Gao Bin Xiao Kejian Liao YuFeng Cong Yuelin Dai 《Petroleum Science and Technology》2006,24(6):689-698
In this paper, the aging processes of colored paving asphalt conforming to GB/15180-94 standard were studied by rotate thin film oven (RTFO) test. The results show that the established two dynamics models can be use to describe the aging velocity of the two kinds of colored paving asphalt perfectly. After aging, asphaltene content increased, resins and aromatics content, as well as saturate content decreased. As a result, the original colloidal structure of colored paving asphalt is destroyed, which deteriorates performance of the colored paving asphalt. During aging, the Gastel index (Ic), which is sensitive to aging conditions, decreased with increase of aging temperature and extension of aging time. Therefore, the Gastel index can be used to evaluate the aging resistance of the colored paving asphalt. 相似文献
18.
利用生产生物柴油的残渣,经过物理分馏、冷凝过程获取可恢复老化沥青性能的生物再生剂。选择50号基质沥青进行短期老化试验,以沥青的针入度、软化点、延度为检验标准,发现添加生物再生剂的老化沥青性能可恢复到老化前标准;设定使再生沥青针入度恢复到50 1/10 mm的生物沥青掺量为最佳掺量,通过动态剪切试验(DSR)和沥青小梁弯曲试验(BBR)发现在最佳掺量条件下,再生沥青的高温抗变形能力和低温抗裂性均优于原50号基质沥青;与老化沥青相比,再生沥青高温抗变形能力略有下降,低温抗裂性大幅提高,证实了生物柴油残渣作为老化沥青再生剂的可行性。 相似文献
19.
The aging processes of two Anshan paving asphalts conforming to GB/T15180-94 standard have been studied by Rotation Thin Film Oven Test (RTFOT) and the aging kinetic models of two paving asphalts have been determined. The results show that the aging of the prepared paving asphalt is a first order reaction. The viscosity of the asphalt increases gradually with the aging time. The greater the aging index is, the more easily the asphalt is aged. Because the chains break down to form free radicals, oxidation reactions occur. The aging resistance of the asphalt with lower aromaticity and with less aromatic cycle numbers is weak. 相似文献