| 体外预应力连续T梁桥设计 |
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| 引用本文： | 杨美良,李传习,李红利,卢春玲. 体外预应力连续T梁桥设计[J]. 桥梁建设, 2006, 0(4): 42-44,62 |
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| 作者姓名： | 杨美良 李传习 李红利 卢春玲 |
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| 作者单位： | 长沙理工大学桥梁与结构工程学院,湖南,长沙,410076 |
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| 基金项目： | 西部交通建设科技项目(2004ZB07)，湖南省交通科技创新项目(200410) |
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| 摘 要： | 介绍了株洲白马垄大桥—部分跨采用体外预应力概念设计的混凝土连续T梁桥的总体设计、构造特点和计算方法,可供类似桥梁设计参考。
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| 关 键 词： | 体外预应力 连续梁 T形梁 桥梁设计 |
| 文章编号： | 1003-4722（2006）04-0042-03 |
| 收稿时间： | 2005-05-08 |
| 修稿时间： | 2005-05-08 |
Design of Externally Prestressed Concrete Continuous T-Girder Bridge |
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| YANG Mei-liang,LI Chuan-xi,LI Hong-li,LU Chun-ling. Design of Externally Prestressed Concrete Continuous T-Girder Bridge[J]. Bridge Construction, 2006, 0(4): 42-44,62 |
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| Authors: | YANG Mei-liang LI Chuan-xi LI Hong-li LU Chun-ling |
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| Affiliation: | School of Bridge and Structural Engineering, Changsha University of Science and Technology, Changsha 410076, China |
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| Abstract: | This paper presents the overall design,structural features and calculation methods for Baimalong Bridge in Zhuzhou,a concrete continuous T-girder bridge adopted with conceptual design of external prestressing techniques for part of the Bridge spans.The presentations in the paper may serve as reference to the design of bridges of similar kind. |
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| Keywords: | external prestressing continuous girder T-girder bridge design |
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