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Research on Loading Test Scheme of Vehicular Bridge-Footbridge Combined Double-deck Cable-stayed Bridges

机译:车辆桥梁桥墩组合双甲基斜桥装载试验方案研究

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In order to check whether the bridge structure is in good working condition, meeting the requirements of carrying capacity and traffic capacity, loading test should be conducted to the Huiketing No.1 Bridge in Mianyang city. The bridge is a double-deck cable-stayed bridge, the upper deck of which works as a footbridge and is connected by 6 chain poles to the lower deck which works as a vehicular bridge. Since the bridge structure is novel, the working stress state is complicated and the coupling effect of the two decks is notable, little referential experience could be found from other bridges. The loading test uses sandbags as equivalent to pedestrian loads on the footbridge and adopts heavy trucks to imitate the design vehicle loads on the vehicular bridge. According to the structural symmetry of the whole bridge and the analysis of its static and dynamic performances in the finite element software, the optimized loading project is finalized. Test methods and analysis results of this footbridge can be used as reference in loading test of similar bridges in the future.
机译:为了检查桥梁结构是否处于良好的工作状态,满足携带能力和交通量的要求,加载测试应在绵阳市的惠鸠达拉桥进行。该桥是一座双层斜拉桥,其上甲板作为行人桥,由6个链条连接到下层甲板,该桥将作为车辆桥的下层甲板连接。由于桥梁结构是新颖的,工作应力状态复杂并且两个甲板的耦合效果是值得注意的,因此可以从其他桥梁中找到很少的参考体验。装载测试使用Sandbags等同于行人桥上的行人载荷,采用重型卡车模仿车辆桥梁上的设计车辆载荷。根据整体桥梁的结构对称和在有限元软件中分析其静态和动态性能,优化的装载项目最终确定。该行人桥的试验方法和分析结果可作为未来类似桥接的负载测试的参考。

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