期刊文献+

水泥混凝土路面高频低振幅共振破碎技术研究 被引量:3

Study on High Frequency Low Amplitude Resonance and Crushing Technology of Cement Concrete Pavement
下载PDF
导出
摘要 高频率低振幅共振破碎技术在水泥混凝土路面大中修过程中的应用,能够达到对水泥路面共振破碎,将传统的刚性路面优化成沥青混凝土柔性路面的效果。在很大程度上缓解了"白改黑"路面养护技术应用中出现反射裂缝的问题。该技术的应用,减少了防裂处理等工序,节省了施工成本;此外,机械化施工速度快,在现有的水泥路面养护过程中有着重要的意义。 The application of high frequency and low amplitude resonance crushing technology in the process of' large and medium-sized cement conelvte pavement can achieve the effect of" resonating the cement pavement and optimizing the traditional rigid pavement into asphalt conerete flexible pavement:To a large extent alleviate the "white to black" pavement curing technology applications in the emergence of reflective cracks.The application of this technology, reducing the anti-cracking process and other proeesses, saving construction costs;In addition,the mechanization of construction speed,in the existing cement pavement conservation prneess has important significance.
出处 《科技视界》 2017年第20期94-95,93,共3页 Science & Technology Vision
关键词 共振破碎 柔性路面 反射裂缝 机械化 Resonance broken:Flexible pavement Reflection crack Mechanization
  • 相关文献

参考文献2

二级参考文献10

  • 1[1]Tim Smith,"Review of Concrete Pavement Design Methods",PWGSC National Airport Engineering Workshop,February 2002.
  • 2[2]Delaware DOT,"Design Guidance Memorandum",January 2003.
  • 3[3]Galal,K.A.,"Structural Adequacy ofRubblized PCC Pavement",Indiana DOT,1998.
  • 4[4]Department of the Air Force,"Procedures to Retard Reflective Cracking",July 2001.
  • 5[5]Guide Specifications for Rubblization,Asphalt Institute,2004
  • 6[6]Wolters,R.O.,"Best Management Practice for Rubblizating Con crete Pavement",Minnesota Asphalt Pavement Association,July 2003.
  • 7Thompson M R, et al. HMA Overlay Construction with One Pass/lane Width with PCCP Rubblization[J]. Asphalt Paving Technology. Journal of the Association of Asphalt Paving Technologist. 1997,66.
  • 8AI, Asphalt Overlay for highway and street rehabilitation[Z].MS-17,2000.
  • 9Rehabilitation of Jointed Portland. Cement Concrete Pavement on Ⅰ-35 [Z]. (Southbound) in Kay County, Oklahoma, J.F. Daleiden, D.a. Ooten,M.D. Sargernt, Transportation Research Record 1513, Skokie, IL, 1990.
  • 10Guidelines for Unbonded Concrete Overlays [Z].TB005P, American Concrete Pavement Association,Skokie, IL, 1990.

共引文献17

同被引文献23

引证文献3

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部