中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2009, Vol. 28 ›› Issue (1): 16-19.DOI: 10.3969/j.issn.1674-0696.2009.01.05

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简支变连续梁桥支座更换新方法的试验研究

郭艳芬,张永水,万飞,胡安林   

  1. 重庆交通大学土木建筑学院,重庆400074
  • 收稿日期:2008-09-23 修回日期:2008-10-16 出版日期:2009-02-15 发布日期:2015-04-15
  • 作者简介:郭艳芬(1982—),女,山西太原人,硕士,研究方向:桥梁健康监测。E-mail:wuandguo@163.com。

Test Study on theN ew Method of Bearing Replacement of Simple Support??Continuous G irder Bridge

GUO Yan-fen,ZHANG Yong-shu,WAN Fei,HU An-lin   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2008-09-23 Revised:2008-10-16 Online:2009-02-15 Published:2015-04-15

摘要: 简支变连续梁桥是高速公路建设中被广泛采用的桥型之一,随着桥梁营运期的增加,必然面临着支座更换问 题。针对水麻高速公路上山区高墩简支变连续T型梁桥,通过模型试验提出了纵向单点逐墩,横向同步顶升的支 座更换新方法。以顶升过程中梁体受力安全为目标,得出了20m、30m、40m不同跨径T梁桥的支座顶升量限值。 试验结果表明采用纵向单点逐墩、横向同步顶升的支座更换方法合理可行,结构安全得到保证,为同类桥型支座更 换提供了一种新方法和新途径。

关键词: 简支变连续梁, 模型试验, 支座更换, 纵向单点(逐墩)顶升, 顶升量

Abstract: The simple support-continuous girder bridge is widely used in the highway construction. With the increase of operation period of bridge, the issues of bearing replacement must be faced. Aiming at the case of transforming the high piers bridge with simple support to T continuous girder bridge on the Shuima Highway in the mountainous area, and the new method of bearings replacement is put forward by model test. This method is called longitudinal single-point( followed by pier), lateral synchronous jacking-up. Taking the safety of girder body in the lifting process as the goal, the limits of lifting bearings for T girder bridge of 20, 30 and 40 meter span are obtained respectively. The results show that the new method "longitudinal single-point( followed by pier), lateral synchronous jacking-up" is reasonable and feasible, and the structural safety is assured. It has provided a new method and a new way for bearing replacement of similar bridges.

Key words: simple support-continuous girder , model test , bearing replacement , longitudinal single-point (followed by pier) jacking-up , jacking-up height ;

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