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作 者:薛永兵[1] 杨建丽[1] 刘振宇[1] 张玉贞[2]
机构地区:[1]中国科学院山西煤炭化学研究所 [2]中国石油大学重质油国家重点实验室,山东东营257061
出 处:《石油学报(石油加工)》2006年第1期95-99,共5页Acta Petrolei Sinica(Petroleum Processing Section)
基 金:国家重点基础研究发展计划(2004CB217602);国家自然科学基金(20576138)资助项目
摘 要:依据美国ASTM D5710-95和英国BSI BS 3690对Trinidad湖沥青(TLA)的评价标准,以及中华人民共和国行业标准JTG F40-2004《公路改性沥青路面施工技术规范》对改性沥青混合料和SBS类(I类)改性沥青储存稳定性的技术要求,对比同样试验条件下TLA改性沥青的特性,评价了煤与FCC油浆共处理所得重质产物对道路石油沥青的改性作用。结果表明,在400℃、10 MPa H2压力条件下所得的重质产物(CSA)对试验用90#基质沥青的改性作用与TLA的改性作用相似,满足上述各标准的指标要求;CSA改性沥青的混合料具有较高的极限拉伸应变值,即具有较好的弯曲性能,显示了更加优良的低温抗裂性能。The heavy product produced by co-processing of coal and FCC slurry was studied as high grade paving asphalt modifier. Trinidad lake asphalt (TLA) was used as comparison material. Specifications of ASTM D5710-95,BSI BS 3690 and JTG F40-2004 were used as the standard for evaluation. The heavy product tested was produced by co-processing of Yanzhou coal with FCC slurry at temperature of 400℃ under about 10 MPa hydrogen pressure and named as CSA. The results showed that the properties of CSA-modified-asphalt (with mass ratio of CSA to base asphalt of 1/4) met the specifications of the standards and were similar to that of TLA-modified-asphalt. The both modified asphalts satisfied the storage stability requirement. The limited tensile stain of CSA-modified-asphalt concrete was much higher than that of TLA-modified-asphalt concrete, showing its supreme low-temperature stability.
分 类 号:TQ519[化学工程] TE626[石油与天然气工程—油气加工工程]
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