摘要
以主跨为90m+150m+90m的预应力混凝土连续刚构桥为例,对其进行了影响桥梁成桥线型和内力的施工过程控制,通过对各施工阶段应力和变形监测,及时对施工过程提出修正,确保了结构成桥线型和内力在规范规定的范围之内,保证了桥梁结构施工质量,使成桥处于安全状态。
based on the construction process of prestressed continuous ririd frame bridge with main span of 90m+150m+90m,the construction process control of the linear and internal force of the bridge is carried out in each construction stage.The constuction process is timely modified to ensure linear and internal force within the given range,so the construction quality of the bridge is guaranteed and the finished bridge is in a safe state.
作者
江根明
JIANG Gen-ming(Zhejiang Institute of Geophysical Technology Application,Hangzhou 310005,China)
出处
《浙江交通职业技术学院学报》
CAS
2020年第1期16-19,57,共5页
Journal of Zhejiang Institute of Communications
关键词
刚构桥
施工监控
线型监控
内力监控
rigid frame bridge
construction monitoring
linear monitoring
internal force monitoring