粘贴钢板加固混凝土T梁桥计算分析  

Analysis on the Calculation of Consolidation Bonded with Steel Plates of T-Type Beam Bridge

作　　者：童申家[1] 张慎旭[1] 

机构地区：[1]西安建筑科技大学土木工程学院,陕西西安710055

出　　处：《交通科技与经济》2008年第4期3-5,共3页Technology & Economy in Areas of Communications

摘　　要：采用钢筋混凝土结构设计原理对混凝土梁桥加固技术进行研究,推导侧面粘贴钢板加固T型截面梁实用计算公式,为T型梁桥加固设计奠定基础。以某大桥为研究对象,对侧粘钢板加固的桥梁进行设计计算。Adopting the theory of steel concrete structural design to the concrete beam-bridge reinforceded technique studying. A formula of T-type beam bridge consolidated is deduced. It lay a foundation of the design of the T-type beam bridge＇s consolidation. By selecting the actual bridge engineering as the research object, the stressed-process of the T section bridge is simulated analyzed by the deduced formula.

关 键 词：T梁桥 粘贴钢板 加固 

分 类 号：U445.4[建筑科学—桥梁与隧道工程]