摘要
依托国道325线阳江段某大桥新桥维修加固工程,介绍了刚架拱桥维修加固方案,通过对拱桥维修加固过程中的主要工序进行仿真分析,从理论上掌握拱桥的受力及位移情况;再通过理论计算与实际监测数据对比分析充分评估拱桥在维修加固过程中的安全状况,为相关桥梁维修加固及施工监控提供参考。
Relying on the National Highway 325 Yangjiang Section new bridge of a bridge maintenance and reinforcement project,intro‐duces the maintenance and reinforcement scheme of rigid frame arch bridge,the main working procedure in the repair and reinforcement of arch bridge is simulated and analyzed,grasp the stress and displacement of arch bridge theoretically;Then the theoretical calculation and the actual monitoring data are compared and analyzed to fully evaluate the safety status of the arch bridge in the process of maintenance and re‐inforcement.It provides reference for bridge maintenance,reinforcement and construction monitorin.
作者
姚响宇
YAO Xiangyu(Guangdong Shengxiang Traffic Engineering Inspection Co.,Ltd.Guangzhou 511400,China;Guangdong Heli Civil Engineering Co.,Ltd.Guangzhou 511400,China)
出处
《广东土木与建筑》
2021年第7期113-115,共3页
Guangdong Architecture Civil Engineering
关键词
刚架拱桥
维修
加固
仿真
施工监控
rigid frame arch bridge
maintenance
strengthening
simulation
construction monitoring