摘要
通过对跨径312m的中承式SRC拱桥、跨径270m的CFST拱桥、跨径180m的RC拱桥拱肋悬拼合拢成果的讨论,介绍了全新的千斤顶钢绞线斜拉扣挂及合拢技术,分析了采用此技术,对悬拼特大跨径拱桥拱肋的巨大优越性、发展前景以及同老技术的根本区别,认为悬拼500m跨径的SRC拱桥的技术已经成熟。
Based on the researching achievement in arch span suspending and connecting for SRC bridge of mid supporting type with a span of 312m, CFST bridge with a span of 270m and RC bridge with a span of 180m, this paper has a description on the new technology for diagonal fastening and connecting by use of jacks and cables, the great superiority and developing future are analyzed, also the differences between the new and old technology are illustrated.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1999年第1期42-49,共8页
China Journal of Highway and Transport