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

波形钢腹板PC组合箱梁无背索斜拉桥的设计
引用本文:吴继峰.波形钢腹板PC组合箱梁无背索斜拉桥的设计[J].公路,2011(2).
作者姓名:吴继峰
作者单位:河南省交通规划勘察设计院有限责任公司,郑州市,450052
摘    要:无背索斜拉桥是一种造型优美独特的桥梁结构形式,将具有自重轻、无腹板开裂问题的波形钢腹板PC组合箱梁应用到这种桥型中,形成了波形钢腹板PC组合箱梁无背索部分斜拉桥.以这种新型结构桥梁--溱水路桥为工程背景,对其主塔、斜拉索、箱梁主体、波形钢腹板、连接件、预应力体系布置、施工等方面的设计进行了详细的介绍.

关 键 词:无背索斜拉桥  组合箱梁  桥梁设计  波形钢腹板  连接件

Design on Cable-Stayed Bridge Without Backstays of PC Composite Box-Girder with Corrugated Steel Webs
WU Ji-feng.Design on Cable-Stayed Bridge Without Backstays of PC Composite Box-Girder with Corrugated Steel Webs[J].Highway,2011(2).
Authors:WU Ji-feng
Institution:WU Ji-feng(Henan Provincial Communications Planning Survey & Design Institute Co.,Ltd.,Zhengzhou 450052,China)
Abstract:The cable-type bridge without backstays is a new concept bridge structure with particularly exquisite shape.The PC composite box-girder with the corrugated steel webs which holds specific mecha-nical behavior,lightening self-weight,avoiding web cracking will be applied in this bridge type.In this paper,the detailed design configuration of main pylon,cable-stayed,box girder,corrugated steel webs,shear connector,the arrangement of the prestressing tendon and construction are introduced based on the Zhenshuilu...
Keywords:cable-stayed bridge without back-stays  composite box-girder  bridge design  corrugated steel webs  shear connector  
本文献已被 CNKI 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