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Structural fire engineering: investigation of gurun fire test (UTM, Perwaja Steel, Malaysian Structural Steel Association)

机译:结构消防工程:古伦耐火试验研究(UTM,Perwaja Steel,马来西亚结构钢协会)

摘要

This handbook describes a full–scale fire test conducted on a 36m × 12m four-storey steel–framed school building on the premise of Perwaja Steel Sdn. Bhd., Gurun, Kedah in May 8, 2001. No fire protection was applied on the structural steel. The primary objective of the fire test was to study the behaviour of structural steel in real fire. During the fire, even though the room temperature in the fire compartment measuring 15m × 9m reached more than 900°C, the steel temperature barely reached 700°C. Despite the elevated room temperature, the steel structure maintained its stability and integrity due to restraining effect of unheated steel members. The test demonstrated the inherent fire resistance of unprotected hot–rolled steel framed building to justify the use of unprotected steel. Many fire engineers have agreed to include performance based concept in the construction industry as it has significant effect in reducing cost.
机译:该手册介绍了在Perwaja Steel Sdn。Bhd。的前提下,在一栋36m×12m的四层钢结构学校建筑上进行的全面防火测试。于2001年5月8日在吉打州古伦的私人有限公司。结构钢未采取防火措施。防火测试的主要目的是研究结构钢在真实火灾中的行为。着火期间,即使火室中15m×9m的室温达到900°C以上,钢的温度也勉强达到700°C。尽管室温升高,但由于未加热的钢构件的抑制作用,钢结构仍保持其稳定性和完整性。该测试证明了未经保护的热轧钢框架建筑固有的耐火性,证明了使用未经保护的钢是合理的。许多消防工程师已经同意将基于性能的概念包括在建筑行业中,因为它对降低成本具有显著作用。

著录项

  • 作者

    Tapsir Siti Hamisah;

  • 作者单位
  • 年度 2004
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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