摘要
为推广钢板组合梁桥在国内的广泛应用,对钢板组合梁桥国内外的设计情况及发展趋势进行分析,对国内典型钢板组合梁桥的结构特点、设计要点、构造尺寸及用钢量进行对比,对钢板组:合辦桥的经济跨径进行总结。分析表明:钢板组合梁在35~100 m跨径中应用广泛,并且钢板组合梁桥正逐步从多主梁向双主梁的趋势过渡,双主梁桥型被认为是一种极具经济性的桥梁形式。
In order to promote the wide application of the steel plate composite beam bridge in China,the design situation and development trend of steel plate composite girder bridge at home and abroad are analysed.The structural characteristics,design essentials,structural dimensions and steel consumption of the typical steel plate composite girder bridges in China are compared,and the economic spans of steel plate composite girder bridge are summarized.The analysis result shows that steel plate composite girder is widely used in 35?100 m spans,and steel plate composite girder bridge is gradually from multi-girder to double-girder trend transition.Double-girder bridge is considered to be a very economical bridge form.
作者
张超
段亚军
胡祥森
Zhang Chao;Duan Yajun;Hu Xiangsen
出处
《城市道桥与防洪》
2019年第11期38-41,m0007,共5页
Urban Roads Bridges & Flood Control
基金
浙江省交通运输厅科技项目(2017016)
关键词
钢板组合梁
支撑横梁
非支撑横梁
用钢量指标
经济跨径
steel plate composite beam
supporting beam
non-supporting beam
steel quantity index
economic span