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双向受弯桥墩加固特点

Characteristics of Strengthening of Bridge Pier Subjected to Two-Way Bending Moment

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【作者】 崔清强

【Author】 CUI Qing-qiang (Huazhong University of Science and Technology, Wuhan 430074, China)

【机构】 华中科技大学 湖北武汉430074

【摘要】 结合工程实例介绍了一种新颖的双向受弯桥墩加固设计施工特点。工程中主要采用了体外预应力加固方法进行加固改造,并结合其他多种加固技术完成了工程的设计和施工;特别是采用剪力槽、植筋和混凝土垫块等技术配合体外预应力加固,取得了良好的加固效果。

【Abstract】 With reference to an example, the characteristics of strengthening design and construction of a type of new bridge pier subjected to two-way bending moment are presented. In the strengthening construction for the pier, the external prestressing method is mainly applied, together with other techniques, particularly the utilization of shearing slots, rebar embedding and the underlay concrete blocks, the strengthening design and construction of the pier are satisfactorily completed, and a good state of the pier structure is achieved after strengthening.

【关键词】 桥墩体外预应力桥梁加固
【Key words】 pierexternal prestressingbridge strengthening
  • 【文献出处】 桥梁建设 ,Bridge Construction , 编辑部邮箱 ,2004年05期
  • 【分类号】U445.72
  • 【下载频次】165
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