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闭口型压型钢板-再生混凝土组合楼板抗火性能研究

赵晖 王杰堂 赵金泽 刘发起 王蕊

建筑结构学报2024,Vol.45Issue(2):74-81,8.
建筑结构学报2024,Vol.45Issue(2):74-81,8.DOI:10.14006/j.jzjgxb.2022.0854

闭口型压型钢板-再生混凝土组合楼板抗火性能研究

Fire performance of recycled aggregate concrete composite slabs with closed profiled steel decking

赵晖 1王杰堂 1赵金泽 1刘发起 2王蕊1

作者信息

  • 1. 太原理工大学 土木工程学院,山西太原 030024
  • 2. 哈尔滨工业大学 结构工程灾变与控制教育部重点实验室,黑龙江哈尔滨 150090
  • 折叠

摘要

Abstract

Recycled aggregate concrete(RAC)composite slabs with closed-profiled steel decking offer the combined advantages of composite structures and utilization of solid waste.However,the thermal and mechanical properties of RAC at high temperature are significantly different from those of normal concrete,which further results in the difference of fire resistance between RAC and normal concrete structural members.Therefore,the fire resistance of RAC composite slabs with closed-profiled steel was experimentally and numerically studied based on the load-bearing failure criteria in this paper.The main investigated parameters included coarse recycled aggregate replacement rate,type of steel deck and load ratio.The developments of deflections and temperatures at different locations within the slabs were emphatically analyzed,and a simplified formula for predicting the fire resistance was developed.Results show that the steel deck remains bonded to the concrete and the integrity of the slabs is effectively maintained even after exposure to fire for 90 minutes.The temperatures recorded at the embedded decking rib are noticeably lower than those at the decking soffit.Additionally,the RAC slab exhibits lower temperatures at the same positions than the normal concrete slab.Furthermore,the fire resistance of the RAC slab is minimally affected by the replacement rate of coarse recycled aggregate.There is a modest improvement of 1.2%to 9.2%in fire resistance than the normal concrete slab.The capacity of all composite slabs far exceeds the minimum fire resistance requirement of 90 minutes.In conclusion,the proposed formula can yield a good prediction for the fire resistance of this type of composite slabs by considering the bending contribution of the embedded decking rib.

关键词

闭口型压型钢板/再生混凝土/受火试验/耐火极限/抗火性能

Key words

closed profiled steel decking/recycled aggregate concrete/fire test/fire resistance/fire performance

分类

建筑与水利

引用本文复制引用

赵晖,王杰堂,赵金泽,刘发起,王蕊..闭口型压型钢板-再生混凝土组合楼板抗火性能研究[J].建筑结构学报,2024,45(2):74-81,8.

基金项目

国家自然科学基金项目(52108162),中国博士后科学基金项目(2020M670656). (52108162)

建筑结构学报

OA北大核心CSTPCD

1000-6869

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