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钢-混凝土组合连续梁桥负弯矩区施工控制研究
引用本文:刘书伟.钢-混凝土组合连续梁桥负弯矩区施工控制研究[J].城市道桥与防洪,2012(4):142-144.
作者姓名:刘书伟
作者单位:深圳市综合交通设计研究院,广东深圳,518003
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。

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

Study on Construction Control of Negative Bending Moment Area of Steel-concrete Composite Continuous Beam Bridge
Liu Shuwei.Study on Construction Control of Negative Bending Moment Area of Steel-concrete Composite Continuous Beam Bridge[J].Urban Roads Bridges & Flood Control,2012(4):142-144.
Authors:Liu Shuwei
Abstract: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.
Keywords:steel-concrete composite continuous beam  negative bending moment area  construction control methods  study  Shenzhen
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