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稳定型橡胶沥青再生应力吸收层技术性能研究 被引量:10

Study on Performance of Recycled Stress Absorbing Layer with Stable Asphalt Rubber
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摘要 在路面结构性维修中铺设应力吸收层可减缓基层反射裂缝向上层扩展。为了提升路面结构的耐久性,充分发挥旧沥青路面铣刨料的循环利用价值,将路面铣刨料按多档筛分,将其中的细料部分应用于应力吸收层当中,并以稳定型橡胶沥青作为结合料,根据各档旧料的试验结果设计并制备了再生应力吸收层混合料。基于室内试验综合探究了橡胶沥青再生应力吸收层混合料的各项路用性能,分析了稳定型橡胶沥青及厂伴热再生技术在应力吸收层中的适用性。结果表明:基于稳定型橡胶沥青制备的热再生应力吸收层低温柔韧性较强,在35%的旧料掺量下,极限弯拉应变超过3 400με,且60℃动稳定度达到2 300次/mm以上,即使在50%的旧料掺量下,极限弯拉应变不低于2 800με,且60℃动稳定度超过2 600次/mm;根据含预切缝的半圆弯曲试验断裂韧度,稳定型橡胶沥青再生应力吸收层抗裂性能突出,随着旧料掺量的提高,其抗裂性能略有下降,在35%的旧料掺量下断裂韧度下降约8. 4%,在50%的旧料掺量下断裂韧度下降约18%。将旧料细料应用于应力吸收层可有效提升旧料的再生利用价值,降低应力吸收层建设成本,保障再生路面的长期使用性能。 Paving stress-absorbing layer can effectively reduce the reflection crack extending to upper layer in pavement structural maintenance.In order to improve the durability of pavement structure and explore the recycling value of reclaimed asphalt pavement (RAP)milling material,the multilevel screened fine fraction of pavement milling material is applied in stress absorbing layer,and the stable asphalt rubber is applied as the binder to design and prepare the recycled stress-absorbing layer material based on the test result of each fraction of RAP.The road performance of asphalt rubber recycled stress-absorbing layer material is evaluated by indoor test,and the applicability of stable asphalt rubber and hot in-plant recycling technology for stress- absorbing layer is analyzed.The result indicates that (1)The hot recycled stress-absorbing produced by stable asphalt rubber and RAP shows superior low-temperature flexibility.With 35%RAP content,the ultimate flexural-tensile strain is above 3400με,and the dynamic stability at 60℃2is more than 2300 times/ram.Even with 50%RAP content,the ultimate flexural-tensile strain is not less than 2800με,and the dynamic stability at 60℃ is above 2600times/mm.(2)According to the fracture toughness obtained by the notched semi-circular bending test,the recycled stress-absorbing laver with stable rubber performs well in crack resistance.The fracture resistance of recycled stress-absorbing layer material decreases slightly with the increase of RAP content,the fracture toughness decreased by 8.4%at 35%RAP content,and decreased by 18%at 50%RAP content.(3)The application of fine fraction of RAP in stress-absorbing layer can effectively enhance the recycling value of RAP,reduce the construction cost of stress-absorbing layer,and ensure the long-term performance of recycled pavement.
作者 祝谭雍 程其瑜 许兵 黄晓明 马涛 ZHU Tan-yong;CHENG Qi-yu;XU Bing;HUANG Xiao-ming;MA Tao(Jiangxi Expressway Maintenance Tecbalology Research Center,Nanchang Jiangxi 330025,China;Jiangxi Provincial Expressway Investment Group Co.,Ltd.,Jixnagxi Nanchang Jiangxi 330025,China;Southeast University,Nanjing Jiangsu 210096,China)
出处 《公路交通科技》 CAS CSCD 北大核心 2018年第12期35-41,共7页 Journal of Highway and Transportation Research and Development
基金 国家自然科学基金项目(51378006 51378123) 江西省交通运输厅科技项目(2018Q0029)
关键词 道路工程 厂拌热再生 半圆弯曲试验 应力吸收层 稳定型橡胶沥青 road engineering hot in-plant recycling semi-circular bending test stress-absorbing layer stable asphalt rubber
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  • 1陈卫峰,高培伟,李小燕,乐建新,金少春.新型硅藻土改性剂对沥青混合料路用性能的影响[J].材料科学与工程学报,2007,25(4):578-581. 被引量:16
  • 2倪富健,尹应梅.聚酯玻纤布复合沥青混合料疲劳性能[J].交通运输工程学报,2005,5(3):31-35. 被引量:18
  • 3朱梦良,王民,邱鑫贵.空隙率对沥青混合料性能的影响分析[J].长沙交通学院学报,2005,21(3):25-31. 被引量:19
  • 4高中军,何唯平.高粘沥青改性剂开发及其应用研究[J].公路,2007,52(1):168-170. 被引量:27
  • 5李国芬,边疆,王立国.硅藻土改性沥青混合料水稳定性的试验研究[J].石油沥青,2007,21(1):10-13. 被引量:6
  • 6Arizona Department of Transportation. Standard Specifications for Road and Bridge Construction [S]. Phoenix, Arizona, 2000.
  • 7Morris G R, McDonald C H. Asphalt Rubber Stress Absorbing Membranes.. Field Performance and State-of-the-Art [J]. Transportation Research Record, 1976, (595): 52--58.
  • 8Doty R N. Flexible Pavement Rehabilitation Using Asphalt-Rubber Combinations: Progress Report [J]. Transportation Research Record, 1988, (1196):212--223.
  • 9Little N, K Mahboub. Engineering properties of first generation plasticized sulfur binders and low temperature fracture evaluation of plasticized sulfur paving mixtures [J]. In Transportation Research Record: Journal of the Transportation Research Board, No. 1034,TRB, National Research Council, Washington, D.C., 1985: 103-111.
  • 10Dongre R, M G Sharma, D A Anderson. Development of fracture criterion for asphalt mixes at low temperatures [ J ]. In Transportation Research Record: Journal of the Transportation Research Board, No. 1228, TRB, National Research Council, Washington, D.C., 1989: 94-105.

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