广州建筑 ›› 2020, Vol. 48 ›› Issue (4): 21-26.

• 建筑施工与设计 • 上一篇    下一篇

异形桥梁墩柱悬挑结构加固技术研究

  

  1. 广州市第二市政工程有限公司
  • 出版日期:2020-08-10 发布日期:2020-08-27
  • 作者简介:胡继生(1973-)男,硕士研究生,高级工程师,主要从事市政工程施工方面的研究,E-mail:52420799@qq.com

Research on Reinforcement Technology of Cantilever Structure of Special-shaped Piers of Bridges

  1.  
  • Online:2020-08-10 Published:2020-08-27

摘要:

墩柱开裂是桥梁工程常见的病害之一。为探究桥梁墩柱开裂及加固问题,本文针对异形墩柱悬挑结构开裂问题提出了桥梁墩柱悬挑结构加固方法。主要分析异形墩柱开裂现象并提出基于有限元加固模拟的分析方法,根据有限元分析结果有针对性地提出在墩柱悬挑结构增加墩顶墩侧补强钢筋、浇筑悬挑结构顶面、增厚侧面范围混凝土、预埋预应力筋的加固施工方法。结果表明:通过在开裂区域进行钢筋补强、混凝土加固、预应力筋预埋的方法能有效解决异形桥梁墩柱悬挑结构开裂的问题。

关键词: 桥梁工程, 异形墩柱, 悬挑结构, 开裂, 有限元加固模拟, 结构加固

Abstract:

Cracking of pier is one of the common diseases in bridge engineering. The paper proposes a method for strengthening bridge cantilever structure regarding to cracking problem of cantilever structure for special-shaped pier. The paper mainly analyzes the cracking phenomenon of special-shaped pier and proposes an analysis method based on the finite element reinforcement simulation. According to the results of the finite element analysis, it proposes a reinforcement construction method by increasing the reinforcing steel bars on the pier cantilever structure, pouring the top surface of cantilever structure, thickening of side-range concrete and embedding prestressed tendon. The results show that the method of reinforcing steel bars, strengthening concrete, and embedding prestressed tendon in the cracked area can effectively solve the problem of cracking of the cantilevered structure of the pier of the special-shaped bridge.