长沙理工大学学报:自然科学版
長沙理工大學學報:自然科學版
장사리공대학학보:자연과학판
Journal of Changsha University of Science and Technology:Natural Science
2012年
3期
1-8
,共8页
周志刚%辜丽萍%姜旺恒%李雪连
週誌剛%辜麗萍%薑旺恆%李雪連
주지강%고려평%강왕항%리설련
回收沥青%高温性能%低温性能%疲劳性能%老化性能%Superpave
迴收瀝青%高溫性能%低溫性能%疲勞性能%老化性能%Superpave
회수력청%고온성능%저온성능%피로성능%노화성능%Superpave
recycled asphalt%high temperature performance%low temperature performance%fatigue property%aging property%Superpave
针对某高速公路沥青路面不同层位的回收沥青及其短期老化(旋转薄膜烘箱RTFOT)和长期老化(旋转薄膜烘箱RTFOT+压力老化PAV)后的沥青,应用Superpave技术中的PG分级方法开展动态剪切流变(DSR)和低温弯曲梁流变(BBR)试验,分别评价它们的高温稳定性、低温抗裂性、抗疲劳性能及耐老化性能.同时,利用沥青混合料简单性能试验仪(SPT)进行不同层位沥青混合料的重复加载永久变形试验,评价它们的高温稳定性能.研究结果表明,不同层位面层的旧沥青由于沥青品种、老化程度不同,所测试出的高温稳定性、低温抗裂性、抗疲劳性能及耐老化性能都有所差异.高温稳定性增强了,但低温抗裂性、抗疲劳性能及耐老化性能均有所降低,需进一步提高.还确定了不同层位沥青的最高和最低的路面设计温度等级.
針對某高速公路瀝青路麵不同層位的迴收瀝青及其短期老化(鏇轉薄膜烘箱RTFOT)和長期老化(鏇轉薄膜烘箱RTFOT+壓力老化PAV)後的瀝青,應用Superpave技術中的PG分級方法開展動態剪切流變(DSR)和低溫彎麯樑流變(BBR)試驗,分彆評價它們的高溫穩定性、低溫抗裂性、抗疲勞性能及耐老化性能.同時,利用瀝青混閤料簡單性能試驗儀(SPT)進行不同層位瀝青混閤料的重複加載永久變形試驗,評價它們的高溫穩定性能.研究結果錶明,不同層位麵層的舊瀝青由于瀝青品種、老化程度不同,所測試齣的高溫穩定性、低溫抗裂性、抗疲勞性能及耐老化性能都有所差異.高溫穩定性增彊瞭,但低溫抗裂性、抗疲勞性能及耐老化性能均有所降低,需進一步提高.還確定瞭不同層位瀝青的最高和最低的路麵設計溫度等級.
침대모고속공로력청로면불동층위적회수력청급기단기노화(선전박막홍상RTFOT)화장기노화(선전박막홍상RTFOT+압력노화PAV)후적력청,응용Superpave기술중적PG분급방법개전동태전절류변(DSR)화저온만곡량류변(BBR)시험,분별평개타문적고온은정성、저온항렬성、항피로성능급내노화성능.동시,이용력청혼합료간단성능시험의(SPT)진행불동층위력청혼합료적중복가재영구변형시험,평개타문적고온은정성능.연구결과표명,불동층위면층적구력청유우력청품충、노화정도불동,소측시출적고온은정성、저온항렬성、항피로성능급내노화성능도유소차이.고온은정성증강료,단저온항렬성、항피로성능급내노화성능균유소강저,수진일보제고.환학정료불동층위력청적최고화최저적로면설계온도등급.
The PG classification method of Superpave technology is used to carry out the dynamic shear rheometer(DSR) and low-temperature bending beam rheometer(BBR)tests for recycled asphalt of the different layers in the asphalt pavement and its short-term aging(RTFOT) and long-term aging(RTFOT + PAV) asphalt in expressway,their high temperature stability,low temperature cracking resistance,fatigue performance and anti-aging properties are evaluated respectively.Meanwhile,repeated load permanent deformation test of asphalt mixture in the different layers is carried out by the use of the asphalt mixture Simple Performance Tester(SPT),and their high temperature stability is evaluated.The analysis results show that due to the different bituminous variety and aging,old asphalt in surface of the different layers of which the high temperature stability,low temperature cracking resistance,fatigue performance and anti-aging properties are different.High temperature stability is enhanced,but the low temperature cracking resistance,anti-fatigue properties and aging resistance are reduced to be further improved.And the highest and lowest grade of the pavement design temperature is determined on asphalt in the different layers.