|Table of Contents|

Rubber asphalt modification mechanism(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2011年02期
Page:
6-11
Research Field:
Publishing date:
2011-04-30

Info

Title:
Rubber asphalt modification mechanism
Author(s):
WANG Xiao-feng12 CAO Rong-ji3
1. Key Laboratory for Highway Construction Technology and Equipment of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Henan Province Communications Planning, Survey & Design Institute Co Ltd, Zhengzhou 450052, Henan, China; 3. Jiangsu Province Transportation Research Institute Co Ltd, Nanjing 211112, Jiangsu, China
Keywords:
road engineering asphalt rubber powder modification mechanism physical blend chemical reaction
PACS:
U416.217
DOI:
-
Abstract:
In light of the complexity of rubber asphalt modification mechanism, such means as scanning electron microscopy, infrared spectroscopy, differential thermal analysis, microscopic structure analysis, component analysis were adopted to study the components of the asphalt before and after modifying, and chemical analysis of rubber powder are adopted to study the modification mechanism of asphalt rubber blending system. The results indicate that the swollen rubber powder is mutually-adhered to form a network structure, and the matrix asphalt changes from homogeneous body into a two-phase continuous blending structure system constituted by rubber powder and asphalt; physical swelling dominates the system, accompanied by a little chemical reaction and with the prolongation of time, the chemical reaction becomes more obvious; the swollen rubber powder forms damping effects to improve the viscosity of rubber asphalt. The modification of asphalt comes from two aspects: firstly, the network structure formed by swollen rubber powder; secondly, the modification of the asphalt composition resulting from rubber powder desulphurization degradation. The natural rubber has better performance in modifying asphalt than synthetic rubber. 4 tabs, 9 figs, 12 refs.

References:

[1] 汪水银,郭朝阳,彭 峰.废胎橡胶粉改性机理[J].长安大学学报:自然科学版,2010,30(4):34-38. WANG Shui-yin,GUO Chao-yang,PENG feng.Research on modified mechanism of asphalt with crumb tire rubber[J].Journal of Chang'an University:Natural Science Edition,2010,30(4):34-38.
[2]杨若冲,谈至明,黄晓明,等.掺聚合物的橡胶混凝土路用性能研究[J].中国公路学报,2010,23(4):15-20. YANG Ruo-chong,TAN Zhi-ming,HUANG Xiao-ming,et al.Research on performance of rubberized concrete incorporated with polymer[J].China Journal of Highway and Transport,2010,23(4):15-20.
[3]Huang S C.Rubber concentrations on rheology of aged asphalt binders [J].Journal of Materials in Civil Engineer,2008,30(3):221-229.
[4]Frantzis P.Crumb rubber-bitumen interactions:diffusion of bitumen into rubber[J].Journal of Materials in Civil Engineering,2004,16(4):150-161.
[5]Frantzis P.Crumb rubber-bitumen interactions:cold-stage optical microscopy[J].Journal of Materials in Civil Engineering,2003,15(5):81-89.
[6]李 峰,黄颂昌,徐 剑,等.沥青路面灌缝胶性能评价及技术要求[J].交通运输工程学报,2009,9(2):7-12. LI Feng,HUANG Song-chang,XU Jian,et al.Performance evaluation and technical requirement of sealant and filler in asphalt pavement[J].Journal of Traffic and Transportation Engineering,2009,9(2):7-12.
[7]Artamendi I,Khalid H.Diffusion kinetics of bitumen into waste tyre rubber [J].AAPT Journal,2006,20(3):22-33.
[8]袁万杰,陈忠达,孙长新.低剂量SBS改性沥青的路用性能[J].长安大学学报:自然科学版,2009,29(5):7-11. YUAN Wan-jie,CHEN Zhong-da,SUN Chang-xin.Road performance of low dosage SBS modified asphalt[J].Journal of Chang'an University:Natural Science Edtion,2009,29(5):7-11.
[9]陈华鑫,周 燕,王秉纲.SBS改性沥青老化后的动态力学性能[J].长安大学学报:自然科学版,2009,29(1):1-5. CHEN Hua-xin,ZHOU Yan,WANG Bing-gang.Dynamic mechanics performance of aged SBS modified-asphalt[J].Journal of Chang'an University:Natural Science Edtion,2009,29(1):1-5.
[10]张小英,徐传杰,孔宪明.废橡胶粉改性沥青研究综述:1[J].石油沥青,2004,18(4):1-4. ZHANG Xiao-ying,XU Chuan-jie,KONG Xian-ming.The research summarizing of crumber rubber modified asphalt:Part 1[J].Petroleum Asphalt,2004,18(4):1-4.
[11]黄文元,张隐西.路面工程用废胶粉改性沥青的反应机理与进程控制[J].公路交通科技,2006,23(11):5-9. HUANG Wen-yuan,ZHANG Yin-xi.Mechanism and process control of road-use asphalt rubber reaction procedure[J].Journal of Highway and Transportation Research and Development,2006,23(11):5-9.
[12]张小英.废橡胶粉-沥青体系脱硫降解规律研究[D].北京:北京石油大学,2002.

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Last Update: 2011-04-30