摘要
托架是刚构桥0号块施工的重要受力结构。该文结合三明长深连接线马林大桥工程实际,介绍托架的设计方案和施工技术,对该托架各组成部件的稳定性等进行了验算,并根据监测结果对理论计算结果进行验证。实践表明,马林大桥托架的设计和施工方案是成功的,可为类似桥梁施工提供参考。
The bracket is the important stressed structure in the construction of Segment 0 of rigid frame bridge.According to the engineering case of Sanming Changshen Connecting Line Malin Bridge,the article introduces the design scheme and construction technology of bracket,checks and calculates the stability of each component of this bracket,and validates the theoretical calculation result based on the monitoring result.The practices show that the design and construction scheme of bracket for Malin Bridge is successful,and can be referred for the construction of the similar bridges.
出处
《城市道桥与防洪》
2014年第5期176-178,184,共4页
Urban Roads Bridges & Flood Control
关键词
托架设计
施工
马林大桥
三明市
bracket design,construction,Malin Bridge,Sanming City
