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受约束预应力混凝土空心板整浇楼面耐火极限试验研究

韩重庆 许清风 李梦南 陈玲珠

建筑结构学报2018,Vol.39Issue(5):52-62,11.
建筑结构学报2018,Vol.39Issue(5):52-62,11.DOI:10.14006/j.jzjgxb.2018.05.007

受约束预应力混凝土空心板整浇楼面耐火极限试验研究

Experimental research on fire endurance of PC hollow-core slab integrated floor with constraints

韩重庆 1许清风 2李梦南 3陈玲珠2

作者信息

  • 1. 东南大学建筑设计研究院有限公司, 江苏南京 210096
  • 2. 上海市建筑科学研究院 上海市工程结构安全重点实验室, 上海 200032
  • 3. 东南大学 土木工程学院, 江苏南京 210096
  • 折叠

摘要

Abstract

To investigate the fire endurance of PC hollow-core slab integrated floor with constraints,3 specimens at different load levels were experimentally studied. It shows that the control specimen and exposed specimens all collapse with flexural failure mode. The fire endurances of specimens are 132 and 73 minutes respectively when the load levels are 0.3 and 0.5. It is found that the fire endurance of specimen exposed to fire is decreased apparently when the load level is increased. There is a significant delay of the increase of internal temperature. The cross section forms a nonuniform temperature field and shows a layered distribution. The temperature in the holes is significantly higher than that of the concrete at the same height. The cross section temperature field and fire endurance of specimens at different load levels were simulated by ABAQUS. The proposed finite element model can be used for prediction of temperature field and fire endurance with good accuracy.

关键词

预应力混凝土空心板/约束/整浇楼面/受火试验/有限元分析/温度场/耐火极限

Key words

PC hollow-core slab/constraints/integrated floor/fire test/FEA/temperature field/fire endurance

分类

建筑与水利

引用本文复制引用

韩重庆,许清风,李梦南,陈玲珠..受约束预应力混凝土空心板整浇楼面耐火极限试验研究[J].建筑结构学报,2018,39(5):52-62,11.

基金项目

国家十三五重大科技专项(2016YFC0701306),上海市优秀技术带头人项目(15XD1522600). (2016YFC0701306)

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

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