摘要
由于大胜关桥桁拱首次采用整体节点这一特殊的结构形式,杆件划线、制孔均不能采用传统的划线、制孔方案,特重新研究一种针对桁拱特殊结构形式的划线、制孔工艺方法。
Because the special structure of the whole node used by Nanjing Dashengguan Yangze River Bridge at the first time, the traditional program for lay-outing and drilling is unsatisfied, it is urgent to research a new program for the special structure of the truss arch.
出处
《钢结构》
2009年第5期77-78,86,共3页
Steel Construction
关键词
整体节点
桁拱
划线
制孔
whole node
truss arch
lay-outing
drilling