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Performance Deterioration Behavior of Existing Reinforced Concrete Bridges

机译:现有钢筋混凝土桥的性能劣化特性

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The analyses of concrete from a bridge in Handan district shows that most bridges concrete should have cracked. The study of the technical measures against the performance deterioration of existing reinforced concrete bridges will undoubtedly become an imperative issue. In recent years, lots of bridges have been built in Handan. We choose a reinforced concrete bridge to investigate the effect of the effective member stiffness degradation and durability degradation induced by vehicle overload, vehicle overflow, rebar corrosion, and concrete deterioration on highway reinforced concrete bridges. And Static loading test was conducted at its middle span. Based on the test data in different circumstances, the seriousness of vehicle overload is discussed. In consequence, the performance of highway reinforced concrete bridges on stiffness degradation and durability degradation is more serious compared with the bridge under the condition of non-overloading. The results show that the process of rebar corrosion in highway reinforced concrete bridges is sped up under the condition of vehicle overload and vehicle overflow on the highway reinforced concrete bridges, which decreases the durability of the bridge structure, and the speed of the durability degradation increases as time goes on. The paper conclusion is instructive for the construction and maintenance of bridge.
机译:邯郸区桥梁混凝土的分析表明,大多数桥梁混凝土都应破裂。对现有钢筋混凝土桥梁性能恶化的技术措施的研究无疑将成为一个必要的问题。近年来,很多桥梁都建成了邯郸。我们选择一种钢筋混凝土桥来研究车辆过载,车辆溢流,钢筋腐蚀和公路钢筋混凝土桥梁混凝土劣化引起的有效成员刚度降解和耐久性降解的影响。在其中间跨度进行静态加载试验。基于在不同情况下的测试数据,讨论了车辆过载的严重性。结果,与非超载条件下的桥梁相比,公路钢筋混凝土桥对刚度降解和耐久性降低的性能更严重。结果表明,公路钢筋混凝土桥梁的钢筋腐蚀过程在高速公路钢筋混凝土桥梁上的车辆过载和车辆溢流的情况下加速,这降低了桥梁结构的耐久性,耐久性降低的速度增加随着时间的推移。纸张结论对桥梁建设和维护有意义。

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