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高墩大跨度连续刚构桥施工稳定性分析
引用本文:周立平,李志勇,蔡磊.高墩大跨度连续刚构桥施工稳定性分析[J].中南公路工程,2014(4):226-230.
作者姓名:周立平  李志勇  蔡磊
作者单位:宁波市交通规划设计研究院有限公司,浙江宁波315192
摘    要:对于高墩大跨度连续刚构桥,随着墩高的增加其施工难度将逐渐加大,施工过程中的安全问题,尤其是高墩带来的稳定性问题将逐渐凸显,对其进行施工阶段的稳定性分析十分必要。本文依托某高墩大跨连续刚构桥,结合其施工过程和结构体系特性建立有限元模型,对施工阶段不同荷载作用下的第一类及第二类稳定性进行分析以明确结构整体安全特性,可为同类桥梁的设计提供参考。

关 键 词:高墩  连续刚构桥  稳定性  有限元

Stability Analysis of High Pier and Long-span Continuous Rigid Frame Bridge Construction
ZI-IOU Liping,LI Zhiyong,CAI Lei.Stability Analysis of High Pier and Long-span Continuous Rigid Frame Bridge Construction[J].Central South Highway Engineering,2014(4):226-230.
Authors:ZI-IOU Liping  LI Zhiyong  CAI Lei
Institution:(Ningbo Communications Planning Institute Co. , Ltd. Ningbo, Zhejiang 315192, China)
Abstract:for the high pier and long-span continuous rigid frame bridge with high pier,increased the difficulty of construction will gradually increase, the security problems in the process of construction, especially the stability problem of high pier will gradually, stability of construction stage analysis is necessary for its. In this paper, based on a high pier and long-span continuous rigid frame bridge, combined with the construction process and the structure characteristics of the finite element model is established, for the first and the role of construction stage under different loads of two kinds of stability analysis to the overall safety characteristics of clear structure,which provide a reference for the design of similar bridge.
Keywords:high pier continuous rigid frame bridge  stability  finite element
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