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中等跨径梁式桥型分析比较
引用本文:张勤功,王佳,陈雄波,刘圣波.中等跨径梁式桥型分析比较[J].中国市政工程,2008(6):28-30.
作者姓名:张勤功  王佳  陈雄波  刘圣波
作者单位:1. 荆州路远市政有限公司,湖北,荆州,434100
2. 华中科技大学,湖北,武汉,430074
摘    要:对于中等跨径的梁式桥,通过对普通连续梁桥、V型墩连续梁桥、斜腿刚构桥三种桥型的受力特性和施工方法的比较,分析出它们截面及预应力配筋的差异。进而得出在一般条件下应优先选用斜腿刚构桥。这种桥型在受力、经济等控制因素上均具有可比性。

关 键 词:连续梁桥  V型墩连续梁桥  无桥台斜腿刚构桥  受力特性  施工方法

Analysis and Comparison of Girder Bridges of Medium Spans
ZHANG Qin-gong,WANG Jia,CHEN Xiong-bo,LIU Sheng-bo.Analysis and Comparison of Girder Bridges of Medium Spans[J].China Municipal Engineering,2008(6):28-30.
Authors:ZHANG Qin-gong  WANG Jia  CHEN Xiong-bo  LIU Sheng-bo
Affiliation:1. Jingzhou Luyuan Municipal Co. Ltd.;Jingzhou 434100;China;2. Huazhong University of Science and Technology;Wuhan 430074;China
Abstract:For girder bridges with medium spans, comparison is made in the stress features and construction methods between the three types of bridge, i.e. the common continuous girder bridge, the continuous girder bridge on V-formed piers and the slant legged rigid frame bridge. Analysis shows that the difference lies in their section and prestressing reinforcement. A conclusion is then drawn that the slant legged rigid frame type shall generally be adopted, which is better in force bearing, more economic, etc.
Keywords:continuous girder bridge  continuous girder bridge on V-formed piers  slant legged rigid frame bridge without abutment  stress features  construction method  
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