Temperature Effect on the Thermal-Physical Properties of Fire-Protective Mineral Wool Cladding of Steel Structures Under the Conditions of Fire Resistance Tests

S. Pozdieiev, O. Nuianzin, O. Borsuk, Oksana Binetska, A. Shvydenko, B. Alimov
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引用次数: 4

Abstract

The value of the thermal conductivity coefficient depending on the temperature of the samples of steel rod fragments with fire-retardant cladding has been determined in the present research. The thermal conductivity coefficient of mineral wool fire-retardant cladding was determined; special patterns of its dependence on temperature were revealed. This is explained by the thermal decomposition with the release of thermal energy of inclusions between the fibers of mineral wool and its fibers at a temperature of 750 °C. The apparent minimum of the thermal conductivity factor for fire-retardant mineral wool cladding with a thickness of more than 50 mm is observed at a temperature of about 100 °C. This happens due to the fact that at this temperature the free moisture contained between the fibers of the mineral wool evaporates. Generalized temperature dependence of the thermal conductivity coefficient of mineral wool fire-retardant cladding has also been derived, in a tabular form. It can be used for calculating the temperature in steel structures with such fire protection. The thickness range for application is up to 80 mm for the specific heat capacity of 1,000 J/(kg °C) and a density of 200 kg/m 3 . It is shown how the obtained dependence can be used for predicting heating in steel structures with fire-retardant mineral wool cladding. The relative error between the calculated and experimental data was calculated. The Cochrane, Student, and Fischer criteria for the results of temperature calculation in steel structures with fire-retardant mineral wool cladding between the calculated and experimental data accept values that do not exceed the tabular quantities. This means that the results of the calculation using the obtained temperature dependence of the thermal conductivity coefficient are adequate
耐火试验条件下温度对钢结构防火矿棉包层热物性的影响
本研究确定了阻燃包层钢片试样的导热系数随试样温度的变化规律。测定了矿棉阻燃包层的导热系数;揭示了其对温度的特殊依赖模式。这可以用矿棉纤维与纤维之间的包裹体在750℃的温度下释放热能进行热分解来解释。对于厚度大于50mm的阻燃矿棉包层,在温度约为100℃时,导热系数最小。这是因为在这个温度下,矿棉纤维之间的游离水分蒸发了。以表格形式导出了矿棉阻燃覆层导热系数的广义温度依赖关系。可用于此类防火钢结构的温度计算。适用的厚度范围可达80毫米,比热容为1,000 J/(kg°C),密度为200 kg/ m3。结果表明,所获得的相关性可以用于预测阻燃矿棉包层钢结构的加热。计算了计算值与实验值的相对误差。采用防火矿棉包层的钢结构的温度计算结果的Cochrane、Student和Fischer标准接受的值不超过表格中的数量。这意味着,利用所获得的导热系数的温度依赖性计算的结果是足够的
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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