首页 | 官方网站   微博 | 高级检索  
     

自锚式悬索桥技术问题探讨
引用本文:冯广胜.自锚式悬索桥技术问题探讨[J].公路,2006(5):86-89.
作者姓名:冯广胜
作者单位:中南大学土木建筑学院,长沙市,410075;中铁大桥局集团一公司,郑州市,450053
摘    要:平顶山市建设路东出口立交桥是一座主桥跨径为35 m 72 m 35 m的自锚式悬索桥,上部结构采用钢筋混凝土箱梁(梁体为单箱双室),缆索采用钢绞线外套钢管混凝土结构,锚固在主梁梁端和主梁跨中。本文结合该桥工程实例,探讨自锚式悬索桥存在的技术问题和解决办法。

关 键 词:自锚式  悬索桥  技术
文章编号:0451-0712(2006)05-0086-04
收稿时间:2005-10-10
修稿时间:2005-10-10

Discussion About Technical Problems of Self-anchored Suspension Bridge
FENG Guang-sheng.Discussion About Technical Problems of Self-anchored Suspension Bridge[J].Highway,2006(5):86-89.
Authors:FENG Guang-sheng
Affiliation:1. College of Civil Engineering and Architecture , Central South University,Changsha 410075, China 2. The Ist Engineering Co. ,Ltd. of China ZhongtieMajor Bridge Engineering Group,Zhengzhou 450053,China
Abstract:The overcrossing bridge at east entrance of Jianshe Road in Pingdingshan City is a self-anchored suspension bridge with three spans(35 72 35)m.In the superstructure,the reinforced concrete box is used,the cables are surrounded by the concrete steel tube.The technical problems of self-anchored suspension and the method to solve them are discussed in this paper.
Keywords:self-anchored  suspention bridge  technology
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-23

京公网安备 11010802026262号