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预制预应力混凝土结构(建筑与管廊)受力性能研究进展

薛伟辰 张保证 陈盛扬 江佳斐 郭大鹏

薛伟辰, 张保证, 陈盛扬, 江佳斐, 郭大鹏. 预制预应力混凝土结构(建筑与管廊)受力性能研究进展[J]. 工业建筑, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
引用本文: 薛伟辰, 张保证, 陈盛扬, 江佳斐, 郭大鹏. 预制预应力混凝土结构(建筑与管廊)受力性能研究进展[J]. 工业建筑, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
XUE Weichen, ZHANG Baozheng, CHEN Shengyang, JIANG Jiafei, GUO Dapeng. State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
Citation: XUE Weichen, ZHANG Baozheng, CHEN Shengyang, JIANG Jiafei, GUO Dapeng. State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801

预制预应力混凝土结构(建筑与管廊)受力性能研究进展

doi: 10.3724/j.gyjzG24100801
基金项目: 

国家重点研发计划项目(2022YFC3801800)

国家自然科学基金重点项目(52130806)。

详细信息
    作者简介:

    薛伟辰,男,博士,教授,博士生导师,主要从事预制混凝土结构、预应力混凝土结构及FRP筋混凝土结构等方面的研究。电子信箱:xuewc@tongji.edu.cn

State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)

  • 摘要: 预制预应力混凝土结构兼有预制混凝土结构和预应力混凝土结构的特点,在建筑和基础设施领域中具有良好的应用前景。系统总结了包括本课题组在内的国内外研究团队关于预制预应力混凝土框架、剪力墙和综合管廊结构受力性能的研究进展,研究对象主要包括预制预应力混凝土框架结构(预制节点核心区和现浇节点核心区两类)、预制预应力混凝土剪力墙结构和预制预应力混凝土综合管廊结构。已有研究表明:上述三种预制预应力混凝土结构均具有良好的承载力和变形恢复能力;采用现浇节点核心区的框架结构总体抗震性能"等同现浇",而相比之下,采用预制节点核心区的预制预应力混凝土框架结构则具有典型的半刚性特征,延性和耗能稍差;预制预应力混凝土剪力墙结构在地震作用下的变形以刚体转动为主,墙体自身损伤和残余变形均较小,延性和耗能较差;预制预应力混凝土综合管廊整体结构具有良好的防水性能、较高的承载力与变形恢复能力。此外,还介绍了上述三种预制预应力混凝土结构的工程应用和技术标准现状。最后,对预制预应力混凝土结构的研究方向进行了展望。
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