| 预应力粗钢筋在斜拉索锚固中的应用 |
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| 引用本文： | 徐瑞丰,李正,韩大章.预应力粗钢筋在斜拉索锚固中的应用[J].现代交通技术,2007,4(4):44-46. |
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| 作者姓名： | 徐瑞丰 李正 韩大章 |
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| 作者单位： | 江苏省交通规划设计院,江苏,南京,210005 |
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| 摘 要： | 斜拉索的拉索锚固是将一个拉索的局部集中力安全、均匀地传递到塔柱的重要受力构造，本文通过龙江路大桥索塔锚固区的设计，介绍了预应力粗钢筋在斜拉索锚固中的应用。结果表明，采用预应力粗钢筋作为斜拉索锚固的方式具有锚固可靠、操作简便、耐久性好的特点。
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| 关 键 词： | 斜拉桥 索塔锚固区 预应力粗钢筋 有限元分析 |
| 文章编号： | 1672-9889（2007）04-0044-03 |
| 修稿时间： | 2007-04-05 |
Application of Prestressed Reinforcing Rebar in Stayed Cable Anchorage |
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| Xu Ruifeng,Li Zheng,Han Dazhang.Application of Prestressed Reinforcing Rebar in Stayed Cable Anchorage[J].Modern Transportation Technology,2007,4(4):44-46. |
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| Authors: | Xu Ruifeng Li Zheng Han Dazhang |
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| Institution: | Jiangsu Communication Planning and Design Institute, Nanjing 210005, China |
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| Abstract: | Stayed cable anchorage is an important structure that transfers concentrated force from stayed cable to pylon safely and equably.In this paper, the application of prestressed reinforcing rebar in stayed cable anchorage is introduced based on the design of pylon anchorage zone of Longjianglu bridge.The results show that using prestressed reinforcing rebar in stayed cable anchorage is reliable, simple and durable. |
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| Keywords: | cable-stayed bridge pylon anchorage zone prestressed reinforcing rebar FEM analysis |
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