摘要
某经济区主桥为两跨预应力混凝土矮塔斜拉桥,孔跨布置为:128m+128m,采用塔梁固接,墩顶设支座的结构形式,设计构思独特。本论文以该桥为背景,分析其特征参数。
The extra-dosed cabie-stayed prestressed concrete bridge with two spans of 128m＋128m adopts the structure of consolidated tower-girder in Some economic zone,with the special idea of designing and the top of pillar sets supports.As the background,the paper analyzes its characteristic parameters.
出处
《低温建筑技术》
2011年第3期49-50,共2页
Low Temperature Architecture Technology
关键词
矮塔斜拉桥
特征参数
extra-dosed cabie-stayed bridge
characteristic parameters
