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双钢板混凝土组合剪力墙研究现状与展望

郝际平 高畅 薛强 孙晓岭 樊春雷 黄育琪

建筑结构学报2026,Vol.47Issue(2):1-19,19.
建筑结构学报2026,Vol.47Issue(2):1-19,19.DOI:10.14006/j.jzjgxb.2025.0217

双钢板混凝土组合剪力墙研究现状与展望

Research status and prospect of double steel plate concrete composite shear walls

郝际平 1高畅 1薛强 2孙晓岭 2樊春雷 2黄育琪2

作者信息

  • 1. 西安建筑科技大学土木工程学院,陕西西安 710055
  • 2. 西安建筑科技大学土木工程学院,陕西西安 710055||西安建筑科技大学设计研究总院有限公司,陕西西安 710055||西安建大装配式钢结构研究院有限公司,陕西西安 710055
  • 折叠

摘要

Abstract

To promote the development and application of double steel plate concrete composite shear walls,a systematic review of existing research at home and abroad is conducted from five aspects:connection configurations,failure modes,critical conditions for elastic buckling of outer steel plates,bearing capacity calculation methods,and the application of composite walls in prefabricated structural systems.Double steel plate concrete composite shear walls can be categorized into four types based on connection configurations:partitioned multi-cavity type,tie-connector type,stud(or T-stiffener)type,and hybrid connection type.Their failure modes primarily vary with the shear span ratio,including compression-bending failure(bending failure),bending-shear failure(shear-compression failure),and shear failure.Through the study of the elastic buckling behavior of outer steel plates,reasonable limits for the spacing-to-thickness ratio of commonly used composite wall panels in engineering have been summarized.Based on existing bearing capacity calculation methods,a formula for calculating the compression-bending bearing capacity of multi-cavity composite shear walls,which accounts for the constraining effect of the outer steel plates on the infill concrete,has been proposed.Finally,the typical applications of composite shear walls in prefabricated structural systems are introduced,analyzing their advantages in improving the overall structural mechanical performance,enabling factory-based production and rapid assembly of components,reducing construction periods and lowering comprehensive costs.

关键词

双钢板混凝土组合剪力墙/连接件/装配式/破坏形态/弹性屈曲/承载力

Key words

double steel plate concrete composite shear wall/connector/prefabrication/failure mode/elastic buckling/bearing capacity

分类

建筑与水利

引用本文复制引用

郝际平,高畅,薛强,孙晓岭,樊春雷,黄育琪..双钢板混凝土组合剪力墙研究现状与展望[J].建筑结构学报,2026,47(2):1-19,19.

基金项目

国家自然科学基金项目(52178164),陕西省重点研发计划项目(S2024-YF-YBSF-0706),陕西省秦创原"科学家+工程师"队伍建设(2023KXJ-106). (52178164)

建筑结构学报

1000-6869

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