摘要
在山区高速公路施工中,隧道口架设预应力混凝土梁是比较特殊的施工工况。论文以都安T31标三窝隧道出口架设40m预制T梁为例,介绍了架桥机为适应隧道口架梁状况所做的结构改进及受力分析,对架桥机通过隧道及隧道内架梁等方面进行了介绍。
In the construction of mountain highway, the erection of pre-stressed concrete beams at the tunnel entrance is a special construction condition, and this paper takes the 40 m precast T-beam erected at the exit of Sanwo tunnel of Du’an T31 section as an example,and introduces the structural improvement and force analysis done by the bridge machine to adapt to the beam erection condition at tunnel entrance, and also focuses on the bridge machine through the tunnel and girders in tunnel, etc.
作者
孙洪亮
SUN Hong-liang(China Railway 5th Bureau Group Engineering Company Limited Mechanization Branch,Jiujiang 332000,China)
出处
《工程建设与设计》
2021年第2期80-81,共2页
Construction & Design for Engineering
关键词
隧道口架梁
架桥机改造
人工移梁
erect bridge at the tunnel exit
improvement of bridge erecting machine
manual transverse beam