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陈宝春, 黄福云, 薛俊青, 罗小烨, 庄一舟, 刘永健, 徐明, 赵秋红, BRISEGHELLABruno. 无伸缩缝桥梁研究综述[J]. 交通运输工程学报, 2022, 22(5): 1-40. doi: 10.19818/j.cnki.1671-1637.2022.05.001
引用本文: 陈宝春, 黄福云, 薛俊青, 罗小烨, 庄一舟, 刘永健, 徐明, 赵秋红, BRISEGHELLABruno. 无伸缩缝桥梁研究综述[J]. 交通运输工程学报, 2022, 22(5): 1-40. doi: 10.19818/j.cnki.1671-1637.2022.05.001
CHEN Bao-chun, HUANG Fu-yun, XUE Jun-qing, LUO Xiao-ye, ZHUANG Yi-zhou, LIU Yong-jian, XU Ming, ZHAO Qiu-hong, BRISEGHELLA Bruno. Review on research of jointless bridges[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 1-40. doi: 10.19818/j.cnki.1671-1637.2022.05.001
Citation: CHEN Bao-chun, HUANG Fu-yun, XUE Jun-qing, LUO Xiao-ye, ZHUANG Yi-zhou, LIU Yong-jian, XU Ming, ZHAO Qiu-hong, BRISEGHELLA Bruno. Review on research of jointless bridges[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 1-40. doi: 10.19818/j.cnki.1671-1637.2022.05.001

无伸缩缝桥梁研究综述

doi: 10.19818/j.cnki.1671-1637.2022.05.001
基金项目: 

国家自然科学基金项目 51578161

国家自然科学基金项目 51508103

国家自然科学基金项目 51778147

国家自然科学基金项目 51778148

详细信息
    作者简介:

    陈宝春(1958-),男,福建罗源人,福建工程学院与福州大学教授,工学博士,从事无伸缩缝桥梁、拱桥、UHPC桥梁等研究

  • 中图分类号: U442.59

Review on research of jointless bridges

Funds: 

National Natural Science Foundation of China 51578161

National Natural Science Foundation of China 51508103

National Natural Science Foundation of China 51778147

National Natural Science Foundation of China 51778148

More Information
    Author Bio:

    CHEN Baochun (1958–), male, from Luoyuan, Fujian; professor of Fujian University of Technology and Fuzhou University, PhD in Engineering. Research interest: jointless bridges, arch bridges, and UHPC bridges. E-mail: baochunchen@fzu.edu.cn

  • 摘要: 综述了无伸缩缝桥梁(简称“无缝桥”)技术发展,介绍了无缝桥优点、应用和研究热点,分析了无缝桥纵桥向受力特点、桩-土相互作用、台后土压力与抗震性能,指出了新技术研发与应用的现状与发展方向。分析结果表明:无缝桥技术受到许多国家的重视,已开展了大量的实桥监测和其他研究;在纵桥向受力方面,温度变形是其主因,现有规范中所给出的平均温差与实桥监测结果相差较大,应研究精度更高的计算方法;桩-土相互作用是整体桥受力的特点与研究的难点,在计算土抗力时,m法应限于小位移的无缝桥,位移较大时宜采用p-y曲线法;桥台桩基受力复杂,H型钢桩存在屈服、疲劳、屈曲的破坏可能,混凝土桩则易出现开裂病害;无缝桥温升时台后土压力增大,是研究的热点与难点,它随水平变形量和往复变形次数增大而增大的机理、量值和分布未达成共识,有待今后深入、系统的研究;纵桥向受力分析应建立全桥有限元模型,考虑结构-土相互作用和节点非线性性能;钢主梁受压稳定性和混凝土主梁抗裂性能是研究与设计的关键;引板是无缝桥的病害易发构件,面板式引板应减小板底摩阻力,避免开裂和末端沉降,而斜埋入式引板应控制其末端之上接线路面的隆起和下陷;许多无缝桥新技术已被提出并得到应用,今后还需深入研究,如:新材料与新构造在无缝桥各组成部分、台背、桩基与引板中的应用等;无缝桥具有较强的结构强健性、抗倒塌和防落梁能力,抗震研究已取得可喜的进展,但许多国家尚未形成相关的设计规定,应继续研究,为将来的应用和规范制订提供科学依据。

     

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