一种提高刚架拱桥刚度的方法及其应用OA北大核心
A method for improving stiffness of rigid frame arch bridge and its application
针对现役刚架拱桥刚度不足的问题,提出一种在两侧刚架拱片上增设钢桁架、在原桥面重新铺设桥面钢筋和新浇筑桥面板,从而形成板桁组合结构以抵抗荷载的加固方法——板桁组合结构加固法.以柳城县某桥为例,用该方法对桥梁进行加固改造,通过荷载试验测出加固后桥梁在荷载试验下的挠度和无障碍跑车试验下的冲击系数,并用Midas Civil建立有限元模型,对比加固改造前后结构的力学性能.结果表明,该加固方法能大幅度提高结构刚度.
To improve the rigidity of rigid-frame arch bridges,this study proposes a reinforcement method-the plate-truss composite strengthening technique,which involves adding steel trusses to the rigid-frame arches on both sides,re-laying the bridge deck steel bars,and newly pouring concrete on the original deck to form a plate-truss composite structure capable of resisting loads.A bridge in Liucheng County of Liuzhou is applied to Midas Civil.The mechanical properties of the structure before and after reinforcement are compared.Thus,the bridge is reinforced by the method.Through the load test,the deflection of the reinforced bridge under the load test and the impact coefficient under the barrier-free sports car test are measured.The results show that the rein-forcement method can greatly improve the structural stiffness.
邓声丙;谢肖礼
广西大学土木建筑工程学院,南宁 530004广西大学土木建筑工程学院,南宁 530004
交通工程
刚架拱桥刚度钢桁架板桁组合结构加固法荷载试验
rigid-frame arch bridgesstiffnesssteel trussplate-truss composite structurereinforcement methodload test
《桂林理工大学学报》 2025 (2)
213-220,8
广西重点研发计划项目(桂科 AB18126047)
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