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变电站钢结构常规抗火方法及新型抗火方法探讨

Conventional and New Fire Resistance Method for Substation Steel Structure
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摘要 变电站钢结构是供电系统的重要组成部分,需要采用抗火方法保障意外火灾下的结构安全性能。分析了钢框架火灾高温破坏的原理和破坏形式,提出了影响结构抗火的关键问题,对常见抗火方法提出了堵截法、疏导法和新材料法的分类方法,通过剖析常规抗火方法原理上的矛盾之处,提出了应用蜂窝梁结构和应用热管技术的新型结构抗火方法,并探讨了蜂窝梁和热管用于结构抗火的可行性。该方法可为变电站抗火设计提供理论指导,为结构抗火研究提供前瞻性方向。 The steel structure of substation is an important part of the power supply system. Fire resistance method should be adopted to ensure the safety of the structure under accidental fire. This paper analyzes the principle and form of high temperature destruction of fire steel frame, puts forward the key scientific problems of structure fire resistance. The conventional fire resistance methods include blocking method, channelling method and new material method. By analyzing the contradiction in principle of the conventional fire resistance methods, it is proposed to apply the method of structural fire resistance by using honeycomb beam structure and heat pipe technology. The feasibility of using honeycomb beam and heat pipe for structural fire resistance is discussed. This method can provide theoretical guidance for the fire resistance design of substation and provide a prospective research direction for the fire resistance of substation steel structure.
作者 汪洋 李攀 张凯 WANG Yang;LI Pan;ZHANG Kai(Suzhou Electric Power Design&Research Institute Co.,Ltd.,Suzhou 215000,Jiangsu Province,China;School of Civil Enginering,Tongji University,Shanghai 200092,China)
出处 《电力与能源》 2022年第3期207-212,共6页 Power & Energy
关键词 变电站 钢结构 抗火 蜂窝梁 热管 substation steel structure fire resistance honeycomb beam heat pipe
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  • 1殷颖智,王永昌.火灾下钢梁悬索效应分析研究[J].建筑钢结构进展,2004,6(3):1-8. 被引量:9
  • 2庄骏,张红,董人和.热管技术在硫酸工业中应用的可能性[J].硫酸工业,1996(4):13-20. 被引量:9
  • 3Steel Construction Institute.Structural fire engineering investigation of Broadgate phase 8 fire[R].Ascot:[s.n.],1991
  • 4Wang Y C.Steel and Composite Structures:Behaviour and Design for Fire Safety[M].London:Published by Spon Press,2002
  • 5Liu T C H,Fahad M K,Davies J M.Experimental investigation of behaviour of axially restrained steel beams in fire[J].Journal of Constructional Steel Research,2002,58 (8):1211-1230
  • 6Huang Z F,Tan K H.Structural response of a steel beam with a frame during a fire[J].Advances in Steel tructures,2002,(2):1111-1118.
  • 7Yin Y Z,Wang Y C.Analysis of catenary action in steel beams using a simplified hand calculation method,Part 1:theory and validation for uniform temperature distribution[J].Journal of Constructional Steel Research,2005,61(2):188-211
  • 8Yin Y Z,Wang Y C.Analysis of catenary action in steel beams using a simplified hand calculation method,Part 2:validation for non-uniform temperature distribution[J].Journal of Constructional Steel Research,2005,61 (2):213-234
  • 9El-Rimawi J A,Burgess I W,Plank R J.The treatment of strain reversal in structural members during the cooling phase of a fire[J].Journal of Constructional Steel Research,1996,37(2):115-134
  • 10Baily C G,Burgess I W,Plank R J.Analyses of the effect of cooling and fire spread on steel-framed buildings[J].Fire Safety Journal,1996,26(4):273-293

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