| 薄壁高墩连续梁移动模架法设计与施工 |
| |
| 引用本文： | 刘旭峰.薄壁高墩连续梁移动模架法设计与施工[J].山西建筑,2007,33(19):131-132. |
| |
| 作者姓名： | 刘旭峰 |
| |
| 作者单位： | 中铁十九局集团公司第一工程有限公司,辽宁 辽阳 111000 |
| |
| 摘 要： | 介绍了扬中夹江二桥引桥40 m跨等高预应力混凝土连续梁的设计与施工情况,重点介绍了移动模架造桥机在薄壁高墩连续梁结构中的成功应用,指出该工程使用的移动模架造桥机具有承载力大、滑移方便等优点,确保了施工进度,值得推广应用。
|
| 关 键 词： | 40m连续梁 移动模架造桥机 施工方法 设计参数 |
| 文章编号： | 1009-6825（2007）19-0131-02 |
| 修稿时间： | 2007-02-05 |
Design and construction of thin-wall high pier continuous beams with movable framework |
| |
| LIU Xu-feng.Design and construction of thin-wall high pier continuous beams with movable framework[J].Shanxi Architecture,2007,33(19):131-132. |
| |
| Authors: | LIU Xu-feng |
| |
| Affiliation: | LIU Xu-feng |
| |
| Abstract: | Design and construction situations of continuous prestressed concrete beam with 40 m span in approach works of the second bridge of Yangzhongjia River are introduced. The successful application of movable framework system in construction of thin-wall high pier continuous beams is mainly introduced. Author points out that movable framework system has so many advantages , which is worthy of being popularized. |
| |
| Keywords: | 40 m continuous beam construction method movable framework system design parameter |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
