| 预应力混凝土连续梁桥上部结构施工技术 |
| |
| 引用本文： | 申灵君. 预应力混凝土连续梁桥上部结构施工技术[J]. 山西建筑, 2007, 33(19): 153-154 |
| |
| 作者姓名： | 申灵君 |
| |
| 作者单位： | 中铁二十五局集团有限公司,广东 广州 510600 |
| |
| 摘 要： | 结合佛山三水二桥跨三茂铁路连续梁桥上部结构（49＋82＋82＋49）m预应力混凝土刚构-连续结合梁的箱梁施工,介绍了0号块以及直线段现浇施工方案,其他梁段挂篮悬臂施工技术,阐述了挂篮的试压、梁部的线形控制以及合龙段的控制技术等。
|
| 关 键 词： | 连续梁桥 支架 挂篮 施工技术 |
| 文章编号： | 1009-6825（2007）19-0153-02 |
| 修稿时间： | 2007-02-26 |
Construction technology of the superstructure of prstressed concrete continuous beam bridge |
| |
| SHEN Ling-jun. Construction technology of the superstructure of prstressed concrete continuous beam bridge[J]. Shanxi Architecture, 2007, 33(19): 153-154 |
| |
| Authors: | SHEN Ling-jun |
| |
| Affiliation: | SHEN Ling-jun |
| |
| Abstract: | Combined with practical work of superstructure(49+82+82+49) m work of continuous prestressed concrete rigid framed box girder of the second Sanshui continuous railway bridge practical construction method is introduced.Construction scheme of block No.0 and straight part are introduced as well as construction technology of hanging basket.In the end pressure test of hanging basket,linear control of beam and construction control for closure are elaborated. |
| |
| Keywords: | continuous beam bridge support hanging basket construction technology |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
