摘要
结合某项目大跨度、变坡道、低高程的大墩台结构特点,采用反吊支撑结构形式进行模板设计,取得了良好的施工效果。
According to the structural characteristics of the large abutment pier of a project, i.e. large-span,variable ramp and low elevation, the formwork was designed in inverse-hanged supporting structural type, resulting in good construction effect.
出处
《水运工程》
北大核心
2005年第7期70-73,共4页
Port & Waterway Engineering
关键词
大墩台
变坡道
模板设计
模板验算
large abutment pier
variable ramp
formwork design
formwork check calculation
