| 临淮关淮河大桥总体设计 |
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| 引用本文： | 汪学著,许成汉.临淮关淮河大桥总体设计[J].交通标准化,2009(22):112-116. |
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| 作者姓名： | 汪学著 许成汉 |
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| 作者单位： | [1]杭州市城乡建设设计院有限公司,杭州310004 [2]交通部科学研究院,北京100013 |
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| 摘 要： | 临淮关淮河大桥主桥梁段划分选择精确、合理，主桥纵向钢束齿板类型少，极大地方便了施工。同时本桥堤内外引桥均采用墩顶移动模架逐跨现浇施工，大大加快了施工进度、缩短了施工周期，取得了良好的经济效益。
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| 关 键 词： | 临淮关淮河大桥 预应力混凝土连续箱梁 结构设计 施工设计 |
Global Design of Linh!!aignan Huai River Bridge |
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| Institution: | WANG Xue-Zhu, Xu Cheng-han (1.Hangzhou Urban and Rural Design Co., Ltd., Hangzhou 310004, China; 2.China Academy of Transportation Sciences, Beijing 100013, China) |
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| Abstract: | The section partition of Linhuaiguan main bridge is reasonable and precise, vertically with a few types of steel wires dental plates. It＇s very convenient for the construction. Meanwhile, the approach bridges both out and in the dike adopt pier mobile module span by span caste-in-site construction technology, which improves construction progress, decreases the construction time and reaps significant economic benefits. |
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| Keywords: | Linhuaiguan huai river bridge prestressed concrete continuous box beam structure design construction design |
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