摘要
分析了冲沟地区桥梁结构设计与施工的有关因素,结合实体工程的观测成果,参照Bozozuk提出的分析标准,对实体工程的受损程度进行了评价,对严重受损的桥梁提出了联合处治技术,并对加固和纠偏效果进行了评价。
Based on the analysis of related factors of design and construction techniques of bridge structure in gully areas, on the basis of the result of observing analysis, using analytical standard set by Bozozuk, the extent of damage to practical engineering is evaluated, which indicates that the bridge has been seriously damaged. In addition, the combination technique to prevention is put. forward, and the evaluation of strengthening and error correcting is also conducted.
出处
《山西建筑》
2008年第18期318-319,共2页
Shanxi Architecture
关键词
桥梁工程
堆载
预应力锚索
抗滑桩
bridge engineering, earth piling load, prestressing anchor cable, anti-slide pile
