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装配式发泡混凝土复合夹芯墙板抗风承载力研究

石金帅 张锋剑 李树山 郭志远 张远 郭平功 薛娜 魏克伦

河南城建学院学报2025,Vol.34Issue(5):44-50,7.
河南城建学院学报2025,Vol.34Issue(5):44-50,7.DOI:10.14140/j.cnki.hncjxb.2025.05.007

装配式发泡混凝土复合夹芯墙板抗风承载力研究

Wind resistance bearing capacity of prefabricated foamed-concrete sandwich panels

石金帅 1张锋剑 2李树山 3郭志远 1张远 4郭平功 2薛娜 2魏克伦5

作者信息

  • 1. 华北水利水电大学土木与交通学院,河南郑州 450045||河南城建学院土木与交通工程学院,河南平顶山 467036
  • 2. 河南城建学院土木与交通工程学院,河南平顶山 467036
  • 3. 华北水利水电大学土木与交通学院,河南郑州 450045
  • 4. 西安建筑科技大学土木工程学院,陕西西安 710055
  • 5. 黄河水利职业技术大学水利工程学院,河南开封 475004
  • 折叠

摘要

Abstract

An experimental study was conducted to evaluate the lateral performance of prefabricated foamed-concrete composite sandwich panels under flexible connections with a concrete frame,in comparison with cast-in-place foam concrete walls,traditional red brick walls,and aerated block walls.The study focused on the four types of panels' wind-resistance capacity,joint behavior,and lateral deformation.Results demonstrate that the prefabricated foamed-concrete composite sandwich panels,with the same thickness,achieved comparable wind resistance to the control groups but exhibited superior ductility during the failure process.The prefabricated joints ensured reliable force transfer and coordinated deformation,thereby guaranteeing the overall structural safety.This research provides vital data to support broader engineering application of such prefabricated panels.

关键词

发泡混凝土/装配式/抗风承载力/墙体侧移

Key words

foamed concrete/prefabricated/wind resistance bearing capacity/wall lateral displacement

分类

土木建筑

引用本文复制引用

石金帅,张锋剑,李树山,郭志远,张远,郭平功,薛娜,魏克伦..装配式发泡混凝土复合夹芯墙板抗风承载力研究[J].河南城建学院学报,2025,34(5):44-50,7.

基金项目

河南省住房城乡建设科技计划项目(K-2320) (K-2320)

河南省科技攻关计划项目(222102320205,252102240135) (222102320205,252102240135)

河南省高等学校重点科研项目计划(26A560015) (26A560015)

河南城建学院学报

1674-7046

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