| 超薄罩面粘结层材料试验研究 |
| |
| 引用本文： | 华夏,李大鹏.超薄罩面粘结层材料试验研究[J].交通标准化,2011(8):115-118. |
| |
| 作者姓名： | 华夏 李大鹏 |
| |
| 作者单位： | 东南大学建筑设计研究院交通分院,江苏,南京,210018 |
| |
| 摘 要： | 超薄罩面一体化施工技术是一项采用蒸发残留物大于63%的快裂改性乳化沥青,将超薄沥青混凝土面层施工和粘结层施工同步完成的施工技术。通过对超薄罩面一体化施工方法和传统粘结层施工方法进行对比试验,分析其抗剪能力、粘结力、渗水性以及高温稳定性后,推荐采用超薄罩面粘结层施工方案及性能评价的研究方法。
|
| 关 键 词： | 超薄罩面 粘结层 抗剪强度 性能评价 |
Research on Ultra-Thin Overlay Construction Technology |
| |
| HUA Xia,LI Da-peng.Research on Ultra-Thin Overlay Construction Technology[J].Communications Standardization,2011(8):115-118. |
| |
| Authors: | HUA Xia LI Da-peng |
| |
| Institution: | HUA Xia,LI Da-peng(Architectural Design & Research Institute of Southeast University,Traffic Branch,Nanjing 210018,China) |
| |
| Abstract: | Ultra-thin overlay construction technology integration is a construction technology that complete synchronously thin asphalt concrete surface construction and construction adhesive layer used modified asphalt emulsion crack soon that evaporation residue is more than 63%.It is recommend that apply the research methods of ultra-thin overlay adhesive layer construction plan and performance evaluation by comparison test of ultra-thin overlay integrated construction method and the traditional method of bonding l... |
| |
| Keywords: | ultra-thin overlay tack coat shear strength capacity performance evaluation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
