FIRE RESISTANCE PERFORMANCE OF MODULAR HOUSE AND THE EFFECT OF DIFFERENT SANDWICH PANELS

Wang Hongxin; Zha Xiaoxiong; Song Ruiqiang

doi:10.13204/j.gyjz200905023

Volume 39 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 106-109,127

Wang Hongxin, Zha Xiaoxiong, Song Ruiqiang. FIRE RESISTANCE PERFORMANCE OF MODULAR HOUSE AND THE EFFECT OF DIFFERENT SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 106-109,127. doi: 10.13204/j.gyjz200905023

Citation:

Wang Hongxin, Zha Xiaoxiong, Song Ruiqiang. FIRE RESISTANCE PERFORMANCE OF MODULAR HOUSE AND THE EFFECT OF DIFFERENT SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 106-109,127. doi: 10.13204/j.gyjz200905023

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FIRE RESISTANCE PERFORMANCE OF MODULAR HOUSE AND THE EFFECT OF DIFFERENT SANDWICH PANELS

doi: 10.13204/j.gyjz200905023

1.
Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China

Received Date: 2008-10-20
Publish Date: 2009-05-20

Abstract

Abstract

The fire design of modular house is based on the experience,which is lacking in exact theoretic basis.For getting the using performance and destroy case,finite element theory was used to analyze the carrying capacity and distortion of modular house in four loading combinations,the modular house were provided by Yahgee Company.Reasons and improvements which will provide further useful suggestions on the production and design were given to the company.At the same time,the fireproofing performance of rock wool sandwich panel on the base fire was analyzed by FEM theory and contrasted to that of the test in Sichuan National Supervision Center of Fireproofing Architectural Material Quality.In the end,the fireproofing performance of the integral frame structure with rock wool sandwich panel and EPS sandwich panel in actual projects were analyzed.
- modular house,
- rock wool sandwich panel,
- fire resistance

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References(7)

References

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GB 500092001建筑结构荷载规范[S];

[3] 王岚.钢结构整体抗火性能的数值分析[D].天津:天津大学,2007;

[4] CECS 200∶2006建筑钢结构防火技术规范[S];

[5] BSI,BS 5950:Part 8:Code of Practice for Fire Resistance Design[S].1990;

[6] Liu S,Li Y,Zha X X,et al.The Non-Linear Simulation of theBehavior of Integral Concrete-Filled Steel Tubular Framed Structures inFire Conditions[M].Edinburgh:Civil-Comp Press,2005:46;

[7] 庄茁,张帆.ABAQUS非线性有限元分析与实例[M].北京:科学出版社,2005.

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