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Increase of Temperature and Fire Resistance for Reinforced-Concrete Structures by Surface Treatment with Protective Coating

机译:通过用保护涂层表面处理对增强混凝土结构的温度和耐火性的增加

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Purpose of the study was to research the effect of protective coating, based on polysiloxane filled with oxide components, on temperature and fire resistance of reinforced-concrete structures. Influence of hardening conditions on micro-hardness of the coating was studied in different regimes. It was found that, regarding the process conditions of hardening, energy saving, and satisfactory indicators of micro-hardness, it is reasonable to use quite simple regime to obtain the protective coating, namely, 24 hours at room temperature (293 K). Dependence of coating swelling factor on its thickness and heating rate/temperature was found, thus indicating its parameters in wide range. So, when heated up to 573 K, the swelling factor depends on thickness and heating rate. Optimal hardening regime of protective coating was found for concrete surfaces: heating up to 473 K or keeping at room temperature for 24 hours. It was proved that, at change of coating thickness from 300 to 800 urn (due to expansion), porosity index grows in 5.0-7.5 times; at change of temperature gradient from 20 to 60 degrees/minute - in 8.2-9.4 times. Effectiveness of fire protection with developed coating compounds for reinforced-concrete structures has been proved. At their use fire-resistance limit of reinforced-concrete structures for the termal insulating capacity increases by 1.8-2.1 times. Effect of coating thickness on the total porosity index during thermal-oxidative degradation of polysiloxane film-forming material (in temperature range 573-873 K) has been studied. It was found that increase of the total porosity index, by 6-16%, occurs at heating up to 573 K and coating thickness 400-600 um. Obtained results confirm the practicability of applying the developed coating compounds, based on polysiloxane filled with oxide and silicate components, for increasing the fire resistance limit of reinforced-concrete structures by loss of thermal insulating capacity in 1.8-2.1 times.
机译:该研究的目的是研究保护涂层的效果,基于填充有氧化物组分的聚硅氧烷,对增强混凝土结构的温度和耐火性。在不同的制度中研究了硬化条件对涂层微硬度的影响。结果发现,关于硬化,节能和令人满意的微型硬度指标的过程条件,使用相当简单的制度来获得保护涂层,即在室温下24小时(293k)是合理的。发现涂层溶胀因子对其厚度和加热速率/温度的依赖性,从而指示其在宽范围内的参数。因此,当加热至573 k时,溶胀因子取决于厚度和加热速率。发现保护涂层的最佳化硬化制度用于混凝土表面:加热高达473 k或在室温下保持24小时。事实证明,在涂层厚度从300至800瓮的变化(由于扩张而言),孔隙度指数在5.0-7.5倍的增长;在20至60度/分钟的温度梯度的变化下 - 在8.2-9.4倍。已经证明了对增强混凝土结构开发的涂料化合物的防火的有效性。在其使用钢筋混凝土结构的防火极限,用于支柱绝缘容量增加1.8-2.1倍。 (在温度范围573-873 K)的聚硅氧烷膜形成材料的热氧化降解过程中涂覆在总孔隙率指数厚度的效果进行了研究。结果发现,在加热至573k和涂层厚度400-600μm时,总孔隙度指数的增加率为6-16%。得到的结果证实了基于填充有氧化物和硅酸盐组分的聚硅氧烷施加开发的涂料化合物的实用性,用于通过损失的1.8-2.1倍的耐热性容量增加增强混凝土结构的耐火电阻极限。

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