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体外预应力加固简支T梁桥提载效果分析
引用本文:毛敏,郭文龙,吕立宁.体外预应力加固简支T梁桥提载效果分析[J].山西交通科技,2014(5):60-62.
作者姓名:毛敏  郭文龙  吕立宁
作者单位:山西省交通科学研究院,山西太原030006
摘    要:以某公路T梁桥提载加固为例,介绍无黏结体外预应力加固设计方案,应用有限元软件计算分析该加固方案在T梁桥加固中的效果,并且通过加固前后的荷载试验进行加固效果的验证,为现役桥梁提载加固设计和施工积累一些参考。

关 键 词:旧桥提载加固  体外预应力  加固效果

The Analysis of Increasing Bearing Effect for External Prestressed Reinforcement Simply-supported T Beam Bridge
MAO Min,GUO Wen-long,LV Li-ning.The Analysis of Increasing Bearing Effect for External Prestressed Reinforcement Simply-supported T Beam Bridge[J].Shanxi Science & Technology of Communications,2014(5):60-62.
Authors:MAO Min  GUO Wen-long  LV Li-ning
Institution:(Shanxi Transportation Research Institute, Taiyuan, Shanxi 030006, China)
Abstract:For a highway T beam bridge increasing bearing reiniorcement as an example, tins paper introduced the design scheme of unbonded external prestressed reinforcement. Using the finite element software, it analyzed and calculated the effect of the reinforcement scheme to the T beam bridge reinforcement. Through the load test before and after reinforcement, it verified the reinforcement effect and accumulated some references for the design and construction of the bridge increasing bearing reinforcement.
Keywords:old bridge increasing bearing reinforcement  external prestress  reinforcement effect
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