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Planning Design of the Unnavigable Channel Bridge over Lingdingyang
Author(s): 
Pages: 30-32
Year: Issue:  2
Journal: BRIDGE CONSTRUCTION

Keyword:  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;
Abstract: 广东伶仃洋跨海大桥非通航孔桥桥型采用80 m、50 m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80 m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.
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