摘要
结合哈尔滨市二道河桥加固维修工程实例,分析其更换支座过程中主梁应力、主梁位移及T梁近端主应力值等的变化情况,并与成桥模型计算值进行比较,分析该桥更换支座过程中梁体的受力状态发生的变化,并结合该桥加固后的荷载试验,验证了其加固改造效果。
In combination with the reinforcement and maintenance project of the bridge over Erdaohe river in Harbin,the changes of main beam stress,main beam displacement and main stress value of near end of T-beam in the process of support replacement are analyzed,and compared with the calculated value of the model of the completed bridge.The changes of stress state of beam body in the process of bridge support replacement are analyzed.In combination with the load test after the reinforcement of the bridge,the reinforcement and reconstruction effect is verified.
作者
李锋丹
Li Fengdan(Shandong Province Highway Design Consulting Co.,Ltd.,Jinan 250000,China)
出处
《北方交通》
2021年第4期17-20,共4页
Northern Communications
关键词
T梁桥
同步顶升
更换支座
模拟分析
T-beam bridge
Synchronous lifting
Support replacement
Simulation analysis