| 28．8m跨大梁后张法有粘结预应力施工技术 |
| |
| 引用本文： | 孙永粮,YANG Wei-long.28．8m跨大梁后张法有粘结预应力施工技术[J].山西建筑,2008,34(23). |
| |
| 作者姓名： | 孙永粮 YANG Wei-long |
| |
| 作者单位： | 杭州瑞成房地产开发有限公司,浙江杭州,310007 |
| |
| 摘 要： | 结合工程实例,介绍了28.8 m跨大梁后张法有粘结预应力施工工艺流程、施工要点以及预应力测试等环节,通过一系列施工技术措施解决了大跨度预应力梁的施工难点,顺利完成了游泳池的屋面施工。
|
| 关 键 词： | 后张法 有粘结预应力 游泳池 张拉 |
Construction technigue of 28.8 m span-beam by post-tensioning method with bonded prestress |
| |
| SUN Yong-liang,YANG Wei-long.Construction technigue of 28.8 m span-beam by post-tensioning method with bonded prestress[J].Shanxi Architecture,2008,34(23). |
| |
| Authors: | SUN Yong-liang YANG Wei-long |
| |
| Affiliation: | SUN Yong-liang YANG Wei-long |
| |
| Abstract: | According to the engineering case,it introduces construction process of 28.8 m span-beam by post-tensioning method with bonded prestress technology and construction points and prestressing testing,through the technology method,it soloves the construction difficult of big span-beam with prestress,finishes smooth the swimming pool engineering. |
| |
| Keywords: | post-tensioning method bonded prestress swimming pool stretching |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
