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装配式剪力墙竖向分布钢筋连接程度研究进展

张士前 陈越时 刘亚男 马昕煦 廖显东 肖绪文

张士前, 陈越时, 刘亚男, 马昕煦, 廖显东, 肖绪文. 装配式剪力墙竖向分布钢筋连接程度研究进展[J]. 西南交通大学学报, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064
引用本文: 张士前, 陈越时, 刘亚男, 马昕煦, 廖显东, 肖绪文. 装配式剪力墙竖向分布钢筋连接程度研究进展[J]. 西南交通大学学报, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064
ZHANG Shiqian, CHEN Yueshi, LIU Yanan, MA Xinxu, LIAO Xiandong, XIAO Xuwen. State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064
Citation: ZHANG Shiqian, CHEN Yueshi, LIU Yanan, MA Xinxu, LIAO Xiandong, XIAO Xuwen. State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064

装配式剪力墙竖向分布钢筋连接程度研究进展

doi: 10.3969/j.issn.0258-2724.20191064
基金项目: 十三五国家重点研发计划课题(2016YFC0701906-3);中建股份科技研发课题资助(CSCEC-2016-Z-16)
详细信息
    作者简介:

    张士前(1983—),男,工程师,博士,研究方向为预制混凝土结构,E-mail:Skyfirezhe@163.com

    通讯作者:

    肖绪文(1953—),男,中国工程院院士,教授级高级工程师,研究方向为预制混凝土结构与施工技术,E-mail:xiaoxw@cscec.com

  • 中图分类号: TU317

State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall

  • 摘要: 装配式剪力墙结构是我国高层住宅常用的结构形式之一,其可靠的竖向连接是保证结构安全的关键. 按照竖向分布钢筋在楼层处连接数量(连接程度)不同,装配式剪力墙竖向连接可分为全部连接、部分连接和不连接3种. 基于国内外相关的研究成果,系统总结了3种连接程度装配式剪力墙的竖向分布钢筋连接形式、构造特点与受力性能,并深入分析了竖向分布钢筋连接程度对剪力墙抗震性能影响,全面梳理了其研究存在的不足. 在此基础上,提出基于剪力墙截面受压、受剪承载力等效原则的一种竖向分布钢筋不连接边缘构件现浇装配式剪力墙结构,并给出相关设计计算方法. 最后对装配式剪力墙新型连接技术与无损检测技术等方面做出了展望,并指出竖向分布钢筋不连接装配式剪力墙结构是未来更具前景发展方向之一.

     

  • 图 1  不同连接程度剪力墙示意

    Figure 1.  Shear wall with different connections

    图 2  叠合剪力墙插筋连接

    Figure 2.  Composite shear wall with indirect splicing of reinforcements

    图 3  U型套箍连接

    Figure 3.  U-type reinforcements with ferrule connection

    图 4  一种分布钢筋不连接的装配式剪力墙

    Figure 4.  Precast shear wall with unconnected reinforcement distribution

    图 5  边缘构件现浇齿槽连接装配式剪力墙

    Figure 5.  Precast concrete shear wall of grooves connected with cast-in-place edge components

    图 6  装配式剪力墙就位质量问题

    Figure 6.  Quality problem of precast shear wall installation

    图 7  竖向分布钢筋不连接的装配式剪力墙

    Figure 7.  Precast concrete shear wall structure with unconnected vertically distributed reinforcements

    图 8  受力简图

    Figure 8.  Force distribution

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出版历程
  • 收稿日期:  2019-11-19
  • 修回日期:  2020-07-07
  • 网络出版日期:  2020-08-24
  • 刊出日期:  2021-08-15

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