中文核心期刊
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中国科技核心期刊
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重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2026, Vol. 45 ›› Issue (7): 15-22.DOI: 10.3969/j.issn.1674-0696.2026.07.02

• 智慧交通基础设施 • 上一篇    

震损可修复预制拼装混合墩抗震性能试验研究

郭月峰1，练强2，袁辉辉2   

  1. (1. 泉州市公路事业发展中心，福建 泉州 362000； 2. 福州大学 土木工程学院，福建 福州 350108)
  • 收稿日期:2025-10-14 修回日期:2026-04-19 发布日期:2026-07-21
  • 作者简介:郭月峰(1976—)，女，福建泉州人，高级工程师，主要从事桥梁工程相关研究。E-mail:651874291@qq.com 通信作者：袁辉辉(1985—)，男，福建柘荣人，研究员，博士，主要从事工程防灾减灾相关研究。E-mail:yuanhh@fzu.edu.cn
  • 基金资助:
    福建省交通运输科技项目(202229); 福建省自然科学基金项目(2025J08031)

Experimental study on seismic behavior of earthquake resilient precast hybrid piers

Guo Yuefeng1, Lian Qiang2, Yuan Huihui2   

  1. (1. Quanzhou Highway Development Center, Quanzhou 362000, Fujian, China; 2. College of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China)
  • Received:2025-10-14 Revised:2026-04-19 Published:2026-07-21

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摘要： 研发了一种新型震损可修复的预制拼装混合墩结构。对该混合墩以及钢筋混凝土桥墩（RC墩）对比件进行水平低周往复荷载试验。试验结果表明：混合墩的损伤主要集中在可更换薄壁钢管，墩身保持弹性；在相同位移角下，混合墩的残余位移显著低于RC墩。当位移角达到2.0%的峰值荷载时，混合墩的残余位移角仅为0.2%，充分验证了其良好的自复位能力；混合墩的极限位移角θu约为5.6%，其变形能力远大于RC墩(θu=3.1%)；由于混合墩具有更好的变形能力，其最终累积耗能大于RC墩。混合墩的抗弯承载力由竖向轴力和可更换薄壁钢管提供，基于此提出了混合墩的抗弯承载力计算公式。

关键词: 桥梁工程；预制拼装桥墩；震损可修复；摇摆结构；抗震试验

Abstract: A new type of earthquake resilient precast hybrid pier was developed. The horizontal low cycle reciprocating load tests were carried out on the proposed hybrid pier and the RC pier counterpart. The test results show that the damage of the hybrid pier is mainly concentrated on the replaceable thin-walled steel tube, and the pier body remains elastic. At the same displacement angle, the residual displacement of the hybrid pier is significantly lower than that of the RC pier. When the displacement angle reaches the peak load of 2.0%, the residual displacement angle of the hybrid pier is only 0.2%, fully verifying its good self-centering ability. The ultimate displacement angle (θu) of the hybrid pier is about 5.6%, and its deformation capacity is much greater than that of the RC pier (θu =3.1%). Due to the better deformation capacity of the hybrid pier, its final cumulative energy consumption is greater than that of the RC pier. The flexural capacity of the hybrid pier is provided by the vertical axial force and the replaceable thin-walled steel tube. Based on this, the calculation formula of the flexural capacity of the hybrid pier is proposed.

Key words: bridge engineering; precast bridge piers; earthquake resilient; swinging structure; seismic test

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