节点文献
广东伶仃洋跨海大桥非通航孔桥桥型方案设计
Planning Design of the Unnavigable Channel Bridge over Lingdingyang
【摘要】 广东伶仃洋跨海大桥非通航孔桥桥型采用80m、50m跨预应力混凝土箱梁预制,安装先简支后连续的设计、施工方案,通过对设计方案的介绍,指出简支转连续梁桥在规模宏大的非通航孔桥桥型方案比选中的可行性与优越性。特别是80m跨等截面简支转连续箱梁桥的设计与施工在国内尚属首创,许多问题应进一步加以研究、探讨。
【Abstract】 The design of the unnavigable channel bridge over Lingdingyang is a precast PC box beam with 80 m and 50 m span.It is simply supported and then continuous.The possibility and advantage of simple continuous beam bridge in the selection of the large scale unnavigable channel bridge are marked out.Especially the design and construction of the 80 m span equal section simple continuous box beam bridge is first adopted in our country,so a lot of questions need to be deeply researched and discussed.
【关键词】 海峡桥;
简支梁;
连续梁桥;
预应力混凝土结构;
桥梁设计;
长跨桥;
【Key words】 strait bridge; simple supported beam; continuous beam bridge; prestressed concrete structure; bridge design; long span bridge;
【Key words】 strait bridge; simple supported beam; continuous beam bridge; prestressed concrete structure; bridge design; long span bridge;
- 【文献出处】 桥梁建设 ,BRIDGE CONSTRUCTION , 编辑部邮箱 ,1999年02期
- 【分类号】U442.54
- 【被引频次】8
- 【下载频次】156