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试评钢管混凝土结构的耐火性能 被引量:3

EVALUATION OF THE FIRE-RESISTANT PROPERTY OF CONCRETE FILLED STEEL TUBULAR STRUCTURE
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摘要 某工程大型玻璃熔窑在一次漏玻璃液火灾中,钢管混凝土窑底柱表现出不寻常的抗火灾能力。本文介绍了火灾概况、加固补强工作以及从这一次火灾实例出发。 The concrete filled steel tubular columns for supperting furnace showed a outstanding fire-resistant capability in a fire case caused by the leakage of molten glass from one large glass furnace.This paper presents the fire case mending work and analysisthe fire-resistant characteristics of concrete filled steel tubular columns.
出处 《工业建筑》 CSCD 北大核心 1996年第9期7-11,共5页 Industrial Construction
关键词 玻璃 熔窑 钢管混凝土结构 耐火性能 glass furnace concrete filled steel tubular column fire fire-resistant limit
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二级参考文献4

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  • 4钟善桐,钢管砼结构,1987年

同被引文献76

  • 1李珠,李宝成,李永刚,任够平.钢管混凝土短柱轴向冲击动力特性的探讨[J].太原理工大学学报,2006,37(4):383-385. 被引量:9
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  • 7Mohamedbhai G. T. G. "Effect of exposure time and rates of heating and cooling on residual strength of heated concrete" [J ]. Magazine of Concrete Research, 1986,38( 136 ).
  • 8钟善桐.钢管混凝土在我国高层建筑中应用[J].哈尔滨建筑大学学报,1997,(5):4-8.
  • 9Klingsch W. New Development in Fire Resistance of Hollow Section Structures. Symposium on Hollow Structural Sections in Building Construction, ASCE (ST), 1985.
  • 10Hass R. On Realistic Testing of the Fire Protection Technology of Steel and Cement Supports translation of BHPR/NL/T/1444, 1991.

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