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三江至柳州高速洞诺融江大桥桥型方案设计
引用本文:罗志东,孙文俊.三江至柳州高速洞诺融江大桥桥型方案设计[J].西部交通科技,2011(8):53-55.
作者姓名:罗志东  孙文俊
作者单位:广西壮族自治区交通规划勘察设计研究院,广西南宁,530011
摘    要:洞诺融江大桥是广西三江至柳州高速公路的重要工程之一。文章通过对洞诺融江大桥的桥型进行多方案设计,对预应力混凝土连续刚构桥和独塔双索面预应力混凝土矮塔斜拉桥这两个桥型方案进行综合比较,最后采用了施工工艺成熟、造价低及后期养护简单、费用较少的主桥70+125+70m预应力混凝土连续刚构方案。

关 键 词:洞诺融江大桥  桥型  方案设计  预应力混凝土连续刚构桥  独塔双索面预

Bridge Type Design for Dongnuo Rongjiang Bridge in Sanjiang to Liuzhou Highway
LUO Zhi-dong,SUN Wen-jun.Bridge Type Design for Dongnuo Rongjiang Bridge in Sanjiang to Liuzhou Highway[J].Western China Communication Science & Technology,2011(8):53-55.
Authors:LUO Zhi-dong  SUN Wen-jun
Institution:LUO Zhi-dong,SUN Wen-jun(Guangxi Communications Planning Surveying and Designing Institute,Nanning,Guangxi,530011)
Abstract:Dongnuo Rongjiang Bridge is one of the most important projects in Sanjiang to Liuzhou highway.Through multiple plan design on bridge type and comparison between pre-stress concrete continuous rigid bridge and a single pylon and double cable plane pres-tressed concrete extradosed cable-stayed bridge,the 70+125+70 m pre-stress concrete continuous rigid bridge plan was selected because it has a mature construction technique,lower cost and is easy to maintenance.
Keywords:Dongnuo Rongjiang Bridge  Bridge type  Plan design  Pre-stress concrete con-tinuous rigid bridge  A single pylon and double cable plane prestressed concrete extradosed cable-stayed bridge
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