摘要
针对某公路桥梁简支空心板承载能力不足的情况,通过在梁底锚固碳纤维棒进行加固。分析了该加固方法的原理,提出了该方法的工艺流程。经现场试验研究结果表明,该加固方法对交通影响小、对桥下净空影响小、能提高简支梁桥的承载能力。
In view of the insufficient bearing capacity of simply supported hollow slab of a highway bridge,the reinforcement is carried out by anchoring carbon fiber bar at the bottom of the beam.The principle of the reinforcement method is analyzed,and the technological process of the method is put forward.The field test results show that the reinforcement method has little impact on traffic,less impact on the clearance under the bridge,and can improve the bearing capacity of the simply supported beam bridge.
作者
刘恒
孙强
曹晓斌
Liu Heng;Sun Qiang;Cao Xiaobin(School of Railway Engineering,Hunan Technical College of Railway High-speed,Hengyang 421002,China;The 7th Engineering Co.,Ltd. of China Railway 12th Bureau Group,Changsha 410004,China)
出处
《山西建筑》
2019年第17期129-130,共2页
Shanxi Architecture
基金
衡阳市科技计划项目(2014KG58)
关键词
简支梁
碳纤维棒
加固方法
simply supported beam
carbon fiber rod
reinforcement method