摘要
以采用悬臂浇筑施工的预应力混凝土连续刚构桥为研究对象,通过施工中箱梁、桥面铺装超方与正常情况对比分析,探讨了超方对连续刚构的影响,为连续刚构的施工积累了经验。
Taking the prestressed continuous rigid frame bridge with cast-in-cantilever method as the research object,through comparatively analyzing the excessive volume of girder beam and deck pavement with normal situation,the paper discuss the influence of excessive volume to continuous rigid frame bridge,which has accumulated experience for continuous rigid frame bridge construction.
出处
《山西建筑》
2013年第13期188-189,共2页
Shanxi Architecture
关键词
超方
连续刚构
施工
excessive volume
continuous rigid frame bridge
construction
