摘要
该文以深圳市机场南路新建工程(50+82+50)m钢-混凝土组合连续梁桥为例,对钢-混凝土组合梁负弯矩区施工控制方法进行分析研究。研究结论可供同类工程参考。
Taking 50+82+50m steel-concrete composite continuous beam bridge of the new built project of Airport South Road in Shenzhen as an example,this paper analyzes and studies the construction control method of the negative bending moment area of steel-concrete composite beam.The studying conclusion can be referenced for the similar projects.
出处
《城市道桥与防洪》
2012年第4期142-144,276-277,共3页
Urban Roads Bridges & Flood Control
关键词
钢-混凝土组合连续梁
负弯矩区
施工控制
研究
深圳市
steel-concrete composite continuous beam,negative bending moment area,construction control methods,study,Shenzhen
