| 预应力混凝土T构桥加固 |
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| 引用本文： | 李新平,高荣堂.预应力混凝土T构桥加固[J].公路,2002(7):91-93. |
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| 作者姓名： | 李新平 高荣堂 |
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| 作者单位： | 1. 华南理工大学交通学院,广州市,510640
2. 佛山市交通局,佛山市,528000 |
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| 摘 要： | 预应力混凝土T构桥悬臂端下挠是普遍存在的问题，它给桥上行车造成严重影响，介绍谢叠大桥加固工程中，对预应力混凝土T构桥采取一种将体外预应力技术与无粘结预应力技术相结合的加固方法。
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| 关 键 词： | 预应力混凝土T构桥 桥梁加固 体外预应力 无粘结预应力 桥梁工程 |
| 文章编号： | 0451-0712(2002)07-0091-03 |
Study on Reinforcement Technology for Prestressed Concrete T-Shaped Rigid-Framed Bridge |
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| LI Xin ping ,GAO Rong tang.Study on Reinforcement Technology for Prestressed Concrete T-Shaped Rigid-Framed Bridge[J].Highway,2002(7):91-93. |
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| Authors: | LI Xin ping GAO Rong tang |
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| Institution: | LI Xin ping 1,GAO Rong tang 2 |
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| Abstract: | The deflection of cantilever top in many prestressed concrete T shaped rigid framed bridge leads to traffic jam This paper describes a new reinforcement technology of prestressed concrete T shaped rigid framed bridge, i e a combination technology of external prestress and internal non cohesive prestress which is successfully applied to Xiedie reinforcement bridge engineering. This method and technology are very useful and of great reference value to the reinforcement of long span bridges |
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| Keywords: | prestressed concrete T shaped rigid framed bridge bridge reinforcement external prestress |
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