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Performance Deterioration Behavior of Existing Reinforced Concrete Bridges

机译:既有钢筋混凝土桥梁的性能劣化行为

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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:对邯郸地区某桥梁混凝土的分析表明,大多数桥梁混凝土应已开裂。研究防止现有钢筋混凝土桥梁性能下降的技术措施无疑将成为当务之急。近年来,邯郸已建成许多桥梁。我们选择了一座钢筋混凝土桥梁,以研究由于车辆超载,车辆溢出,钢筋腐蚀和混凝土劣化而引起的有效构件刚度退化和耐久性退化对公路钢筋混凝土桥梁的影响。并在其中间跨度进行了静载荷测试。根据不同情况下的测试数据,讨论了车辆超载的严重性。因此,与非超载条件下的桥梁相比,公路钢筋混凝土桥梁的刚度和耐久性下降的性能更为严重。结果表明,在公路车辆超载和车辆溢流的情况下,高速公路钢筋混凝土桥梁钢筋腐蚀过程加快,降低了桥梁结构的耐久性,提高了耐久性退化的速度。随着时间的推移。本文的结论对桥梁的建设和维护具有指导意义。

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