中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2011, Vol. 30 ›› Issue (1): 27-30.

• • 上一篇    下一篇

水泥混凝土桥沥青铺装典型结构研究

何德云1,熊欣2,董强3   

  1. 1.重庆市交委质量和安全监督站,重庆 400060; 2.重庆科技学院,重庆 401331; 3.重庆交通大学,重庆 400074
  • 收稿日期:2010-10-18 修回日期:2010-12-05 出版日期:2011-02-15 发布日期:2015-01-22
  • 作者简介:何德云( 1974—) ,男,重庆长寿人,工程师,硕士,主要从事公路结构设计理论与灾害治理技术方面的研究。E-mail: hedeyun@ sina.com。

Typical Structure of Bridge Deck Asphalt Pavement of Cement Concrete Bridge

HE De-yun1,XIONG Xin2,DONG Qiang3   

  1. 1. Engineering Quality & Security Supervising Institution of Chongqing Communication Committee,Chongqing 400060,China; 2. Chongqing University of Science & Technology,Chongqing 401331,China; 3. Chongqing Jiaotong University,Chongqing 400074,China)
  • Received:2010-10-18 Revised:2010-12-05 Online:2011-02-15 Published:2015-01-22

摘要: 桥面铺装的质量直接影响着行车的安全性和舒适性,桥面铺装的结构组合又直接决定了桥面铺装的质量。 通过对7 种桥面铺装层材料的层间黏结性能试验、3 种桥面铺装组合结构的温度稳定性试验和复合小梁弯曲疲劳 试验,确定了桥面铺装层间黏结材料和沥青铺装结构的性能排序,在此基础上提出了桥面铺装的典型结构型式,可 为桥面铺装设计和施工提供参考。

关键词: 桥面铺装, 层间界面, 疲劳效应, 组合结构, 典型结构

Abstract: Vehicle's safety and comfort has been directly affected by the quality of bridge deck pavement,and the quality of bridge deck pavement has been directly affected by the composite structure of bridge deck pavement. Through the interlayer cohesive tests with 7 sorts of materials,temperature stability and fatigue bending tests with 3 composite structures,the performance sequence of interlayer cohesive materials and asphalt composite structures have been confirmed. On the basis of the test results,the typical structure of bridge deck pavement has been proposed,which offers references for the design and construction of bridge deck pavement.

Key words: bridge deck pavement, interlayer, fatigue effect, composite structure, typical structure

中图分类号: