摘要
结合松原龙华松花江特大桥的施工过程,介绍墩梁临时固结的措施,以及挂篮的细部构造及其各部件的功能,并对1#块悬臂浇注时,挂蓝的改进进行阐述。
Combined with the course of construction of Songyuan Longhua Songhua River super-sized bridge, methods of temporary anchor of beam and pier, structure and function of the form traveler, and improved structure for the pasret-hung easting of the 1 # pier base were introduced in this paper.
出处
《森林工程》
2008年第1期58-61,共4页
Forest Engineering
基金
吉林省交通厅科研项目资助(2005)
关键词
特大桥
预应力混凝土连续箱梁
挂篮
施工
super-sized bridge
prestressed concrete continuous box girder
form traveler
eonstruetion
