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独柱墩连续箱梁结构受力特征
引用本文:陈枝洪,吴桂胜,孙向东.独柱墩连续箱梁结构受力特征[J].公路交通科技,2006,23(6):89-91,97.
作者姓名:陈枝洪  吴桂胜  孙向东
作者单位:广东省公路勘察规划设计院,广东,广州,510507
摘    要:应用梁格法和简单梁法,以单箱双室独柱墩连续箱梁为例进行比较分析,定性的给出其边、中腹板在特定条件下的受力差异;通过对普通双柱支撑与独柱支撑的对比分析,定性的揭示了独柱墩连续箱梁中横梁的受力特性及其对边中腹板内力分布的影响;最后给出了独柱墩连续箱梁受力的基本特征及设计要点.

关 键 词:梁格法  独柱墩  连续梁  横隔梁
文章编号:1002-0268(2006)06-0089-03
收稿时间:2005-06-04
修稿时间:2005-06-04

Mechanics Characteristics of Single Column Pier Continuous Box Girder
CHEN Zhi-hong,WU Gui-sheng,SUN Xiang-dong.Mechanics Characteristics of Single Column Pier Continuous Box Girder[J].Journal of Highway and Transportation Research and Development,2006,23(6):89-91,97.
Authors:CHEN Zhi-hong  WU Gui-sheng  SUN Xiang-dong
Institution:Guangdong Highway Design Institute, Guangdong Guangzhou 510507, China
Abstract:Taking a single column pier continuous girder bridge with one box and two rooms as an example, by comparing and analyzing with grillage analytical method and planar frames method, the paper analyzes the mechanical differences qualitatively between the side web and middle web in a specified condition and describes the mechanics characterics of middle cross diaphram and its influences on inner force distribution of middle web. General mechanical characteristics and the essence of design of the single column pier continuous girder bridge are also given according to the mechanical characteristics comparison between general double column support and single column support.
Keywords:grillage analytical method  single column pier  continuous girder  cross diaphragm
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