| 湘潭莲城大桥斜拉索拱上锚固技术 |
| |
| 引用本文： | 涂杨志.湘潭莲城大桥斜拉索拱上锚固技术[J].水运科技信息,2009(4):49-51. |
| |
| 作者姓名： | 涂杨志 |
| |
| 作者单位： | 中铁第四勘察设计院集团有限公司,武汉430063 |
| |
| 摘 要： | 介绍了采用钢锚箱将部分斜拉索锚固在钢管混凝土拱上，并利用Solidworks参数化设计软件进行索拱锚固设计的新型技术。以湘潭市莲城大桥斜拉索拱上锚固区设计为例，通过计算分析及模型试验研究表明该锚固技术安全可靠。
|
| 关 键 词： | 斜拉拱 索拱节点 钢锚箱 锚固技术 |
Anchoring Technology of Cable-stayed to the Arch of Xiangtan Liancheng Bridge |
| |
| Tu Yangzhi.Anchoring Technology of Cable-stayed to the Arch of Xiangtan Liancheng Bridge[J].Transportation Science & Technology,2009(4):49-51. |
| |
| Authors: | Tu Yangzhi |
| |
| Institution: | Tu Yangzhi (China Railway Tiesiyuang Survey ＆ Design Group Co. Ltd. , Wuhan 430063, China) |
| |
| Abstract: | A new anchoring technology is introduced in this paper, some cables were anchored to the concrete-filled steel-tube arch by steel anchor box; the cable-arch anchorage design method is also introduced by the parameter design software Solidworks in this paper. The anchor technology of cablestayed to the arch of Xiangtan Liancheng Bridge is designed, which is confirmed safe and reliable by calculation, analysis and mould test. |
| |
| Keywords: | cable-stayed arch cable-arch node steel anchor box anchor technology |
| 本文献已被 维普 等数据库收录！ |
