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大跨径预应力混凝土连续刚构桥长期下挠控制初探
引用本文:单婷婷.大跨径预应力混凝土连续刚构桥长期下挠控制初探[J].城市道桥与防洪,2008(2):28-30.
作者姓名:单婷婷
作者单位:同济大学,上海市,200092
摘    要:目前大跨径预应力混凝土连续刚构桥在公路建设中有着广泛的应用,但其长期下挠以及下挠量过大已成为该桥型的世界性通病。该文以浙江某跨海连续刚构桥为背景,主要以控制长期挠度为目标,通过改善上部结构内力状态,控制梁体成桥后长期变形趋势,从本质上研究解决该桥长期挠度问题的方案。

关 键 词:长期下挠控制  大跨径预应力混凝土连续刚构桥  内力状态  方案研究
文章编号:1009-7716(2008)02-0028-03
收稿时间:2007-12-04
修稿时间:2007年12月4日

Preliminary Probing into Long-term Down-deflecting Control of Large-span Pre-stressed Concrete Continuous Rigid Frame Bridge
Shan Tingting.Preliminary Probing into Long-term Down-deflecting Control of Large-span Pre-stressed Concrete Continuous Rigid Frame Bridge[J].Urban Roads Bridges & Flood Control,2008(2):28-30.
Authors:Shan Tingting
Abstract:The large-span pre-stressed concrete continuous rigid frame bridge is now widely applied in the highway construction.But the long-term down-defleeting and overlarge down-deflection have become the common fault of this bridge in the world.Taking a crossing-sea continuous rigid frame bridge in Zbejiang as the background,mainly taking the control of long-term deflection as the objective and through improving the internal force status of the superstructure,the article introduces the control of long-term deforma...
Keywords:long-term down deflecting control  large-span pre-stressed concrete continuous rigid frame bridge  internal force status  scheme study  
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