EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE

DU Erfeng; ZHOU Xiongliang; QIN Le; HE Yunfei; SHU Ganping; ZHOU Guangen

doi:10.13204/j.gyjz202003005

Volume 50 Issue 3

Mar. 2020

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DU Erfeng, ZHOU Xiongliang, QIN Le, HE Yunfei, SHU Ganping, ZHOU Guangen. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 24-28. doi: 10.13204/j.gyjz202003005

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EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE

doi: 10.13204/j.gyjz202003005

1. School of Civil Engineering, Southeast University, Nanjing 211189, China;
2. Zhejiang Southeast Space Frame Company Limited, Hangzhou 311209, China

Received Date: 2019-11-20

Abstract

Abstract

In order to investigate the fire resistance of double-skin multi-cavity composite wall with steel truss, two specimens were tested exposed to one-side ISO-834 standard fire. A specimen was unprotected and the other was protected by thick coated fireproof coating with a thickness of 20 mm. The test results indicated that: 1)the bare specimen reached the fire resistance limit due to the failure of thermal insulation; 2)the thickness of fireproof coating had a significant effect on the fire resistance limit. The specimen with fire protection had a fire resistance limit of more than 180 minutes which was at least twice as long as the specimen without fire protection.
- double-skin multi-cavity composite wall with steel truss,
- fire test,
- temperature,
- displacement,
- fire resistance limit

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References(11)

References

肖建庄,侯一钊,谢青海. 高强混凝土剪力墙抗火性能试验研究[J]. 建筑结构学报, 2015, 36(12):91-98.

CROZIER D A, SANJAYAN J G. Tests of Load-Bearing Slender Reinforced Concrete Walls in Fire[J]. ACI Structural Journal, 2000, 97(2):243-251.

肖建庄,李杰,吴树勋,等. 矿渣高性能混凝土剪力墙火灾反应试验研究[J]. 同济大学学报,2003,31(7):783-787.

刘桂荣. 混凝土剪力墙抗火性能及火灾后抗震性能研究[D]. 大连:大连理工大学, 2010.

郑永乾,蔡雪峰. 火灾下钢筋混凝土墙计算模型及影响因素分析[J]. 土木建筑与环境工程, 2011, 33(1):24-30.

LEE S, LEE C. Fire Resistance of Reinforced Concrete Bearing Walls Subjected to All-Sided Fire Exposure[J]. Materials and Structures, 2013, 46(6):943-957.

赵海波. 外包钢板混凝土组合剪力墙的抗火性能数值模拟研究[D].南京:河海大学, 2013.

丁东升. 钢板-混凝土组合剪力墙耐火性能及火灾后抗震性能研究[D]. 广州:华南理工大学, 2015.

韦芳芳,杜金娥,胡雪峰,等. 单面受火双钢板-混凝土组合剪力墙的耐火性能试验研究[J]. 东南大学学报(自然科学版), 2016, 46(3):518-522.

中华人民共和国住房和城乡建设部. 建筑构件耐火试验方法:GB/T 9978.1-2008[S]. 北京:中国标准出版社, 2009.

中华人民共和国住房和城乡建设部. 建筑设计防火规范:GB 50016-2014[S]. 北京:中国计划出版社,2018.

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