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。
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.
出处
《交通标准化》
2009年第22期112-116,共5页
Communications Standardization
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
Linhuaiguan huai river bridge
prestressed concrete continuous box beam
structure design
construction design
