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大跨径PC连续刚构桥跨中下挠原因分析及防治措施探讨
引用本文:何大学,胡世强.大跨径PC连续刚构桥跨中下挠原因分析及防治措施探讨[J].城市道桥与防洪,2012(4):112-114.
作者姓名:何大学  胡世强
作者单位:中国市政工程西南设计研究总院,四川成都,610081
摘    要:通过对引起大跨径PC连续刚构桥跨中下挠主要原因的分析,提出克服大跨径PC连续刚构桥跨中下挠的防治措施,供桥梁建设同仁们参考。

关 键 词:大跨径PC连续刚构桥  下挠  原因  防治措施

Analysis on Deflection Cause in Middle of Span for Long-span PC Continuous Rigid-frame Bridge and Discussion on Preventive Measures
He Daxue,Hu Shiqiang.Analysis on Deflection Cause in Middle of Span for Long-span PC Continuous Rigid-frame Bridge and Discussion on Preventive Measures[J].Urban Roads Bridges & Flood Control,2012(4):112-114.
Authors:He Daxue  Hu Shiqiang
Institution:He Daxue,Hu Shiqiang
Abstract:The article analyzes the main reason causing the deflection in the middle of span for the long-span PC continuous rigid-frame bridge,and puts forward the preventive measures to overcome the deflection in the middle of span for the long-span PC continuous rigid-frame bridge,which can be referred for the similar projects.
Keywords:long-span PC continuous rigid-frame bridge  deflection  cause  preventive measures
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