| 苏嘉杭A3-1标预应力施工技术 |
| |
| 引用本文： | 徐建凯,刘立新.苏嘉杭A3-1标预应力施工技术[J].常州工学院学报,2002,15(2):82-86. |
| |
| 作者姓名： | 徐建凯 刘立新 |
| |
| 作者单位： | 1. 常州工学院校产处,江苏,常州,213002
2. 武进建设局,江苏,武进,213161 |
| |
| 摘 要： | 苏嘉杭A3-1标上部结构是典型的变截面预应力刚构箱梁和大吨位长束多波等截面连续箱梁结构,文章主要介绍了预应力筋的铺设、张拉工艺、灌浆工艺。
|
| 关 键 词： | 苏嘉杭A3-1标 预应力 穿束 张拉 压浆 |
| 文章编号： | 1671-0436(2002)02-0082-05 |
| 修稿时间： | 2001年12月11日 |
Construction Technology of Prestres of A3-1 in SuJiaHang |
| |
| XU Jian-kai LIU Li-xin.Construction Technology of Prestres of A3-1 in SuJiaHang[J].Journal of Changzhou Institute of Technology,2002,15(2):82-86. |
| |
| Authors: | XU Jian-kai LIU Li-xin |
| |
| Abstract: | The up construction of A3-1 in Sujiahang is pre-stressed concrete box beam that has changeable section. And it is pre-stressed concrete box beam that has identical section. The article deals with the threading meathed, tension meathed, cement mortar pouring meathed of long prestressed steel with many curves and with very high weight. |
| |
| Keywords: | SuJiaHangA3-1 threading meathed prestressed tension meathed cement mortar pouring meathed |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
