摘要
本文重点介绍了我国公路上顶推架桥技术的应用和发展情况,并对几座有特点的桥:主墩上设P.C.撑架的万江桥和丘墩桥;在柔性墩上多点顶推的沩水河桥;主跨设竖曲线的中堂桥以及跨中设临时墩的包头黄河桥和柳州二桥等的特殊做法进行了阐述.最后。
In this paper, the development of the segmentally launching method in the highway bridge construction in PRC is reviewed and the characteristics of some bridges concerned are explained. Such as the launching on multi elastic supports with two P.C. trusses on each main pier in the Wanjiang bridge and Qiudun bridge, the multi-point launching on flexibe piers in the Weishui River bridge, the launching on vertical curve in Zhongtang bridge, as well as the launching with temporary piers in each middle span in the Baotou Yellow River bridge and the Liuzhou bridge. Finally, the main technical problems in the design and construction are also discussed.
出处
《公路交通科技》
CAS
CSCD
北大核心
1991年第1期24-32,共9页
Journal of Highway and Transportation Research and Development
关键词
桥梁
顶推法
架设
应用
Segmentally launching method in bridges construction Prestressed concrete bridge with P.C. trusses on the main piers Continuous box girder bridges