| 35m后张法预应力混凝土T形梁施工预拱度设计 |
| |
| 引用本文： | 钟振云. 35m后张法预应力混凝土T形梁施工预拱度设计[J]. 企业技术开发, 2003, 0(2) |
| |
| 作者姓名： | 钟振云 |
| |
| 作者单位： | 广州铁路第三工程公司 湖南娄底417000 |
| |
| 摘 要： | 后张法预应力混凝土在我国得到广泛应用,但在台座制作时,构件预拱度的设计特别重要,文章着 重介绍后张法预应力混凝土T形梁的预拱度的计算、设置方法及实测分析。
|
| 关 键 词： | 预拱度 计算 实测 |
Construction Design of Pre-camber for 35m T-shaped Post-tensioned Pre-stressing Concrete Beam |
| |
| ZHONG Zhen-yun. Construction Design of Pre-camber for 35m T-shaped Post-tensioned Pre-stressing Concrete Beam[J]. Technological Development of Enterprise, 2003, 0(2) |
| |
| Authors: | ZHONG Zhen-yun |
| |
| Abstract: | Post-tensioned pre-stressing concrete has been widely used in China,and it is known that the design of pre-camber for component parts is vital in the making of pedestal. This article introduces calculation method of pre-camber ways of setting it, and on-the-spot survey of T-shaped post-tensioned pre-stressing concrete beam. |
| |
| Keywords: | pre-camber calculation on-the-spot survey |
| 本文献已被 CNKI 等数据库收录！ |
