The analysis of the fire resistance limit of an enclosing wall with a wave-resisting visor as the protection for a group of fuel oil tanks

S. Shvyrkov, Y. Yuryev, A. Petrov, V. Nazarov
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Abstract

Introduction. An enclosing wall with a wave-resisting visor may be installed to resist the flow of a liquid spill during a tank collapse in accordance with GOST R 53324-2009. This wall should be continuous along the perimeter; it must be made of incombustible materials and have the fire-resistance limit of not less than E 150. As a rule, varieties of heavy concretes are used to construct these walls. However, the actual fire-resistance limit of a structure depends on both its geometric parameters, thermal characteristics and strength properties of concrete used in the case of the long-term exposure to the hydrocarbon fire regime. The work addresses the assessment of the actual fire resistance limit of an enclosing wall with a wave-resisting visor made of heavy concrete designed as the protection for a group of tanks at fuel oil facilities of a thermal power plant.Calculation methodology and results. The calculation of the actual fire resistance limit of an enclosing wall with a wave-resisting visor, designated for a group of fuel oil tanks was performed. The co-authors used the results of studies on the substantiation of a hydrocarbon fire resulting from a flammable liquid spill and a tank failure, empirical dependences for determining the thermal engineering parameters of heavy concrete, as well as experimental data on a change in the compressive strength of concrete at temperatures up to 1,200 °C. The calculation results show that this wall structure can maintain stability for more than 10 hours. Note that the load-bearing capacity of the wall is more than 11 times greater than the bending moment triggered by the standard load. Indeed, the fire resistance of the wall is not less than RE 600. It exceeds the normative values for these types of walls by a factor of four.Conclusions. A common algorithm can be used to calculate the actual fire-resistance limit of enclosing walls of oil and petroleum product tank storage facilities, set by Construction Regulations 468.1325800.2019. At the same time, the results of the above theoretical and experimental studies are recommended for use as the initial data.
对一组燃料箱加防波护板的围护墙的耐火极限进行了分析
介绍。根据GOST R 53324-2009,在储罐坍塌时,可以安装带有抗波遮阳板的围墙,以防止液体泄漏。这堵墙应该沿周长连续;它必须由不燃材料制成,耐火极限不低于e150。通常,各种各样的重混凝土被用来建造这些墙。然而,结构的实际耐火极限取决于其几何参数、热特性和长期暴露于碳氢化合物火灾状态下使用的混凝土的强度特性。本设计旨在评估某火力发电厂燃油设施一组储罐的外墙抗波护板的实际耐火极限。计算方法及结果。对一组燃料箱带抗波护板的外墙进行了实际耐火极限的计算。论文的共同作者使用了以下研究结果:可燃液体泄漏引起的碳氢化合物火灾和储罐故障,确定重质混凝土热工参数的经验依赖,以及在高达1200°C的温度下混凝土抗压强度变化的实验数据。计算结果表明,该墙体结构可保持稳定10小时以上。注意墙体的承载能力比标准荷载引发的弯矩大11倍以上。的确,墙体的耐火性不低于re600。它超过了这些类型的墙的标准值的四倍。《建筑规程》468.1325800.2019规定的油罐储存设施围墙实际耐火极限可采用通用算法计算。同时,建议将上述理论和实验研究结果作为初始数据。
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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