摘要
杭州九堡大桥是国内首座整体顶推施工的大跨度拱桥.依据相似理论,开展了缩尺比为1∶40的桥梁模型试验,研究了顶推施工过程中的结构响应.结果表明:最危险工况发生在三跨同时顶推且首跨全悬时;配重相减法是顶推施工模型试验中的有效方法;临时撑杆受压应力,应考虑稳定性问题.
Jiubao Bridge in Hangzhou is the first long span l arch bridge constructed with incremental launching method in China.The structural response of this bridge is investigated by a 1∶300bridge model experiment on basis of model experiment similarity theory.The results of model test shows that（1）it is the most dangerous engineering phase is when three spans is being incrementallylaunched and the first span is wholly hanging;（2）subtraction of additional mass is a effective method for model test of incremental launching construction method;（3）stability of interim jackstays under compressive stress should be paid attention to.
出处
《武汉理工大学学报（交通科学与工程版）》
2013年第4期737-740,共4页
Journal of Wuhan University of Technology（Transportation Science & Engineering）
基金
国家自然科学基金项目资助(批准号:50909079)
关键词
顶推施工
模型试验
配重加载
incremental launching
model test
additional mass
