首页 | 本学科首页   官方微博 | 高级检索  
     

后张法预应力桥梁锚固区的拉压杆设计方法
引用本文:张永康,吴湛坤. 后张法预应力桥梁锚固区的拉压杆设计方法[J]. 城市道桥与防洪, 2012, 7(7): 129-132. DOI: 10.3969/j.issn.1009-7716.2012.07.047
作者姓名:张永康  吴湛坤
作者单位:1.尤锡市政设计研究院有限公司,江苏无锡,214072;2.尤锡市政设计研究院有限公司,江苏无锡,214072
摘    要:
介绍了应用拉压杆模型进行后张法预应力桥梁锚固区设计的具体方法及试验研究情况,提出了一些建议,有关经验可供相关专业人员参考。

关 键 词:拉压杆  锚固区  配筋设计  后张法预应力  桥梁工程

Design Method of Tension-pressure Member for Post-tensioned Pre-stressed Bridge Anchorage Zone
Zhang Yongkang, Wu Zhankun. Design Method of Tension-pressure Member for Post-tensioned Pre-stressed Bridge Anchorage Zone[J]. Urban Roads Bridges & Flood Control, 2012, 7(7): 129-132. DOI: 10.3969/j.issn.1009-7716.2012.07.047
Authors:Zhang Yongkang   Wu Zhankun
Affiliation:Zhang Yongkang, Wu Zhankun
Abstract:
The article introduces the detail design method and experimental study of post-tensioned pre-stressed bridge anchorage zone by using the tension-pressure member model, and puts forward some proposals. The relative experience can be referred for the professional designers.
Keywords:tension-pressure member  anchorage zone  reinforcement design  post-tensioning pre-stressing  bridge engineering
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号