摘要
通过对大跨径预应力混凝土连续刚构梁桥施工过程中结构的线形测试,经过合理结构分析计算,研究其施工过程中的线形变化规律,并根据现场实测数据和采用有效控制方法,给出合理的立模标高,使大桥顺利合龙。
This paper researched the linear variation law during the construction of the long span prestressed concrete continuous rigid frame bridge by linear testing and rational structural calculation analysis.And a reasonable elevation of formwork erection is given by the site real-test data and effective methods of control in order to close the bridge successfully.
出处
《交通科技》
2011年第5期22-25,共4页
Transportation Science & Technology
关键词
曲线梁桥
连续刚构桥
预拱度
曲率半径
curved bridge
continuous rigid frame bridge
camber
radius of curvature