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空腔部分填充的轻钢复合墙体耐火性能研究

金仁超 高亮 刘康 陈伟

建筑钢结构进展2024,Vol.26Issue(5):50-56,7.
建筑钢结构进展2024,Vol.26Issue(5):50-56,7.DOI:10.13969/j.cnki.cn31-1893.2024.05.006

空腔部分填充的轻钢复合墙体耐火性能研究

Fire Performance of Cavity-Insulated Cold-Formed Steel Walls

金仁超 1高亮 2刘康 2陈伟2

作者信息

  • 1. 江苏联合职业技术学院南京分院,南京 210019
  • 2. 中国矿业大学力学与土木工程学院,江苏徐州 221116
  • 折叠

摘要

Abstract

In order to improve the fire performance of cavity-insulated cold-formed steel(CFS)walls,this study conducted two fire tests of non-load-bearing double-layer gypsum-sheathed and cavity-insulated gypsum CFS walls,and investigated the impact of different cavity-insulated configuration on the fire performance of CFS walls.The results show that compared with cavity-insulated CFS walls,walls without insulation in the stud cavity have slower temperature rise at the hot flange and smaller temperature difference between the hot flange and cold flange during the fire exposure.The fire performance of load-bearing CFS walls without insulation in the stud cavity is better than that of cavity-insulated CFS walls.Meanwhile,at a load ratio of 0.27,the fire resistance of CFS walls without insulation in the stud cavity is about 11.5%higher than that of the cavity-insulated CFS walls,and the construction of walls without insulation in the stud cavity is simpler than that of the cavity-insulated CFS walls.Therefore,it can be considered to use load-bearing CFS walls without insulation in the stud cavity to improve the fire performance of CFS walls.In addition,the established simulation method for heat transfer in CFS walls is applicable to different construction types of CFS walls,such as walls without insulation in the stud cavity and cavity-insulated walls,which can provide technical support for future research on fire performance of CFS walls.

关键词

耐火试验/轻钢墙体/抗火性能/数值模拟/填充层构造

Key words

fire test/cold-formed steel wall/fire performance/numerical simulation/cavity-insulated configuration

分类

建筑与水利

引用本文复制引用

金仁超,高亮,刘康,陈伟..空腔部分填充的轻钢复合墙体耐火性能研究[J].建筑钢结构进展,2024,26(5):50-56,7.

基金项目

国家自然科学基金(52278228) (52278228)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

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