标准火灾温度下钢结构耐火性能评定

V. Golovanov, G. Kryuchkov
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引用次数: 1

摘要

目的。火灾发展模型的应用领域是评价钢结构基础结构的耐火性能,同时考虑建筑物和结构的使用条件而确定。方法。分析了管制来源;采用Ansys软件对有和无防火条件下的钢结构在标准火灾温度区和碳氢化合物燃烧温度区进行了加热计算;计算结果与实验数据进行了比较。发现。在标准温度和碳氢化合物燃烧条件下评估钢结构耐火性能的研究表明,使用Ansys软件包计算其加热是可行的。已经确定,在标准温度下,无防火的钢结构的耐火极限比碳氢化合物温度下的耐火极限高2倍,而用水泥砂灰泥或Newspray涂层防火的钢结构的耐火极限为1.2-1.3倍。研究应用领域。在标准火灾温度条件下,水泥砂灰泥或新闻线涂料防火的钢结构耐火极限计算值可用于住宅、公共和办公建筑的设计和改造。在设计油气、石化企业、海上油气固定平台等建筑物和构筑物时,应采用一定烃温态下钢结构耐火性能的计算结果。结论。确定了在标准火灾温度工况和烃类燃烧工况下,利用Ansys软件包计算无保护钢结构和有保护钢结构实际耐火极限的可能性。由此得出的由水泥砂灰泥和新闻线涂层制成的防火钢结构耐火图可用于设计建筑工地的被动防火系统,根据结构使用条款,考虑到标准化的火灾温度制度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STEEL STRUCTURES FIRE RESISTANCE ASSESSMENT UNDER STANDARDIZED FIRE TEMPERATURE REGIMES
Purpose. Fire development model application field to assess fire resistance of steel basic structures, taking into account the terms of use of buildings and structures was determined. Methods. The regulatory sources were analyzed by the authors; calculation of steel structures heating with and without fire protection were carried out under the conditions of a standard temperature regime of a fire and a regime of hydrocarbons combustion using the Ansys software package; the calculations were compared with experimental data. Findings. The conducted research to assess steel structures fire resistance under the conditions of a standard temperature fire regime and hydrocarbons combustion regime demonstrated the possibility of calculating their heating using the Ansys software package. It has been established that the fire resistance limit for the loss of steel structures bearing capacity without fire protection at a standard temperature regime is 2 times higher than at a hydrocarbon temperature regime, and with fire protection made of cement-sand plaster or Newspray coating - 1.2-1.3 times. Research application field. The calculated values of the limits of steel basic structures fire resistance with fire protection made of cement-sand plaster or Newspray coating for a standard fire temperature regime can be used in the design and reconstruction of residential, public and office buildings. When designing buildings and structures of oil and gas, petrochemical enterprises, offshore fixed platforms for oil and gas production, the calculations outcomes for steel structures fire resistance under conditions of a hydrocarbon temperature regime should be used. Conclusions. The possibility of calculating the actual limit of fire resistance of unprotected steel building structures and structures with fire protection under the conditions of a standard fire temperature regime and hydrocarbons combustion regime with using the Ansys software package was determined. The resulting nomograms of steel structures fire resistance with fire protection made of cement-sand plaster and the Newspray coating may be used to design passive fire protection systems at construction sites, taking into account the standardized fire temperature regimes, depending on the terms of structures use.
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