| 论用柱中纵筋和箍筋代替锚固区钢筋网片局部承压 |
| |
| 引用本文： | 唐剑,李睿.论用柱中纵筋和箍筋代替锚固区钢筋网片局部承压[J].南昌职业技术师范学院学报,2003(4):31-33. |
| |
| 作者姓名： | 唐剑 李睿 |
| |
| 作者单位： | 1. 江西科技师范学院土木工程系,330013
2. 江西省建筑科学研究院,江西,南昌,330077 |
| |
| 摘 要： | 本文对预应力框架柱中锚固区局部承压能力不足的破坏形态和破坏机理进行理论分析，并从理论上证实用柱中已配纵筋和箍筋代替钢筋网片进行局部承压是安全可靠且可行的，且方便施工，提高效率。
|
| 关 键 词： | 预应力混凝土框架柱 钢筋网片 局部承压 纵筋 箍筋 破坏形态 破坏机理 |
| 文章编号： | 1007-3558(2003)04-0031-03 |
| 修稿时间： | 2003年1月10日 |
On the Part-bearing of Longitudinal & Hoop Bars in Columns Substituting for the Reinforced Net in Anchor Areas |
| |
| Tang Jian,Li Rui.On the Part-bearing of Longitudinal & Hoop Bars in Columns Substituting for the Reinforced Net in Anchor Areas[J].Journal of Nanchang Vocational & Technical Techers' College,2003(4):31-33. |
| |
| Authors: | Tang Jian Li Rui |
| |
| Abstract: | The damaged pattern and mechanism of part press-bearing disability in anchor areas of a pre-stressed frame column are theoretically analyzed.It is proved in theory that the substitution of longitudinal reinforced bars and hoop reinforced bars for reinforced nets is not only safe,but also very convenient in construction.Therefore efficiency has been improved. |
| |
| Keywords: | pre-stressed frame structure column longitudinal reinforcing bars hoop reinforced bars reinforced net part press-bearing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
