竖缝密拼剪力墙体系的设计方法与工程应用

吴华; 张啸辰; 季永新

doi:10.12404/j.issn.1671-1815.2407873

科学技术与工程 ›› 2025, Vol. 25 ›› Issue (17) :7318-7327 DOI: 10.12404/j.issn.1671-1815.2407873

建筑科学

竖缝密拼剪力墙体系的设计方法与工程应用

吴华 ¹ ,
张啸辰 ¹^,^* ,
季永新 ²

作者信息 +

Design Method and Engineering Application of Vertical Seam Tight Splicing Connection for Shear Wall System

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文章历史 +

摘要

竖向接缝钢锚环灌浆连接（简称竖缝密拼连接）装配式剪力墙体系，竖向接缝采用钢锚环连接，再进行二次灌浆连接，具有安装方便和减少了现场湿作业的优点。依托企业实际项目，通过试验研究、抗震性能分析与设计施工实践，验证了竖缝密拼连接的可行性。

Abstract

Vertical joint steel anchor ring grouting connection (referred to as vertical seam tight splicing connection) shear wall system uses steel anchor ring connection for vertical joints, followed by secondary grouting connection. Based on actual projects of the enterprise, the feasibility of vertical joint tight fitting connection has been verified through experimental research, seismic performance analysis, and design and construction practice.

关键词

装配式结构 / 竖缝密拼连接 / 试验分析 / 结构设计 / 抗震性能分析

Key words

fabricated structure / vertical seam tight splicing connection / experimental analysis / structure design / seismic performance analysis

引用本文

引用格式 ▾

吴华, 张啸辰, 季永新. 竖缝密拼剪力墙体系的设计方法与工程应用[J]. 科学技术与工程, 2025, 25(17): 7318-7327 DOI:10.12404/j.issn.1671-1815.2407873

WU Hua, ZHANG Xiao-chen, JI Yong-xin. Design Method and Engineering Application of Vertical Seam Tight Splicing Connection for Shear Wall System[J]. Science Technology and Engineering, 2025, 25(17): 7318-7327 DOI:10.12404/j.issn.1671-1815.2407873