1673-159X

CN 51-1686/N

大跨度双曲拱桥健康检测与安全评估

Health Inspection and Load Capacity Evaluation of a Double Arch Bridge with Long Span

  • 摘要: 某全长140m钢筋混凝土双曲拱桥使用已超过35年, 由于原设计荷载等级较低, 结构受损严重急需对结构是否满足当前重载车辆通行进行评定。通过对结构全面的健康检测、混凝土强度评定, 对该桥进行了承载力评估分析, 并给出了加固建议。中国西部有很多处于中期服役阶段的双曲拱桥急需进行安全评估, 本文方法可为此类工作提供有益的参考和借鉴。

     

    Abstract: The reinforced concrete double arch bridge with the common length of 140 m has been used formore than 35 years.Parts of the structure have been damaged due to growing axial load and lower designed load etc.With the increase in traffic load, it is indire need of the confirmation that the bridge can bear the heavy load and meet the safety requirement or not.By means of nondestructive detection the overall health inspection for the whole structure is carried out.Based on the data obtained, the work condition of the bridge and the load capacity are evaluated.The conclusion is that many parts of the bridge need to be repaired and the measure to streng then the arch bridge is suggested.For there are many double arch bridges needed to be checked and assessed at middle age in west China, the method given in the paper can be employed as a reference for the sim ilar work.

     

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