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559t超限车通过预应力简支梁桥的承载力评估
引用本文:吴冬亮,刘洪瑞.559t超限车通过预应力简支梁桥的承载力评估[J].城市道桥与防洪,2009(1).
作者姓名:吴冬亮  刘洪瑞
作者单位:广东工业大学建没学院,广东广州,510075
摘    要:超限车过桥的承载力评估是对桥梁加固处理、确保顺利运输的重要保证。该文以广东省上世纪八十年代修建的某跨径为25m的装配式预应力混凝土T梁桥为例,考虑旧桥检算系数Z1和预应力损失,对559t超限车过桥进行承载力评估。

关 键 词:超限车  梁桥  承载力  旧桥检算系数

Evaluation on Loading Capacity of 559T Over-limit Vehicle Passing Pre-stressed Simple-supported Beam Bridge
Wu Dongliang,Liu Hongrui.Evaluation on Loading Capacity of 559T Over-limit Vehicle Passing Pre-stressed Simple-supported Beam Bridge[J].Urban Roads Bridges & Flood Control,2009(1).
Authors:Wu Dongliang  Liu Hongrui
Abstract:The evaluation on the loading capacity of the over-limit vehicles passing bridge is the important guarantee for reinforcing treatment of bridge and ensuring the smooth transportation. Taking an assembly pre-stressed concrete T-beam bridge with 25-m span built in 1980s in Guangdong Province as an example and considering the old bridge check coefficient Z1 and the pre-stressing loss, the article evaluates the loading capacity of 559t over-limit vehicles passing bridge.
Keywords:over-limit vehicle  bridge  loading capacity  old bridge check coefficient  
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