首页 | 本学科首页   官方微博 | 高级检索  
     检索      

防治桥头跳车的新方法
引用本文:刘瀚飚.防治桥头跳车的新方法[J].城市道桥与防洪,2003(5):96-97.
作者姓名:刘瀚飚
作者单位:广东省公路管理局,广东,广州,510075
摘    要:介绍一种采用“桥路一体化设计”的新方法 ,即在桥梁设计中采用无台身钢筋混凝土实体桥台及在桥墩上设置可升降式支座的措施来防止桥头跳车 ,这种方法较好地解决了桥台和台背路基填土的刚柔过渡问题 ,消除桥头部位在通车以后产生工后不均匀沉降 ,较彻底、简便、快速地解决桥头跳车问题

关 键 词:高等级公路  桥头跳车  无台身实体桥台  可升降式支座
文章编号:1009-7716(2003)05-0096-02
修稿时间:2003年7月10日

New Method for Prevention from Jumping at Bridge Head
Liu HanBiao.New Method for Prevention from Jumping at Bridge Head[J].Urban Roads Bridges & Flood Control,2003(5):96-97.
Authors:Liu HanBiao
Institution:Liu HanBiao
Abstract:The paper introduces a kind of new methods used “integration design of bridge and road”, i.e. in design of bridge the reinforced concrete solid abutment without abutment body is used and the lifting support is installed at bridge piers to prevent jumping at bridge head. This method solves the problem of rigidity and flexibility transition of subgrade filling at bridge abutment and bridge back as well as eliminates uneven settlement of bridge head position after construction and after the traffic and solves thoroughly, simply and rapidly the jumping problem at bridge head.
Keywords:high class highway  solid abutment without abutment body  lifting support
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号