| 特大桥墩施工技术 |
| |
| 引用本文： | 阎海军.特大桥墩施工技术[J].科技情报开发与经济,2005,15(6):295-296. |
| |
| 作者姓名： | 阎海军 |
| |
| 作者单位： | 中铁十二局集团第四工程公司,山西,介休,032000 |
| |
| 摘 要： | 介绍了翻动模板的构造和工作原理，从组装翻模、平台提升、模板翻升、钢筋制作与绑扎、砼的浇注与施工注意事项等方面阐述了特大桥墩翻板模施工技术。
|
| 关 键 词： | 超高桥墩 翻板模 施工技术 砼浇注 钢筋绑扎 |
| 文章编号： | 1005-6033(2005)06-0295-02 |
| 修稿时间： | 2005年1月12日 |
Construction Techniques of Extra Large Bridge's Piers |
| |
| YAN Hai-jun.Construction Techniques of Extra Large Bridge''''s Piers[J].Sci-Tech Information Development & Economy,2005,15(6):295-296. |
| |
| Authors: | YAN Hai-jun |
| |
| Institution: | YAN Hai jun |
| |
| Abstract: | This paper introduces the structure and working principle of flip- flop form, and expounds the construction techniques of extra large bridge's piers from the assembling of the flip- flop forms, lifting of the platforms, the rolling over and lifting of the forms, the fabricating and assembling of the reinforcement, the pouring of the concrete, and some matters needing attention, etc. |
| |
| Keywords: | ultra high pier flip- flop forms construction technique concrete pouring reinforcement assembling |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
