{"title":"火灾条件下钢结构组合防火系统的热态分析","authors":"S. Novak, V. Drizhd, O. Dobrostan","doi":"10.15587/1729-4061.2020.206373","DOIUrl":null,"url":null,"abstract":"Given the need to minimize the weight-dimensional indicators of steel structures, the issue of the effective use of a combined fire protection system is relevant. The article deals with the thermal state of steel structures with such a system of fire protection under conditions of fire exposure in the standard temperature mode according to DSTU B V. 1.1-4-98*. The experimental samples used square steel plates with a side of 500 mm and a thickness of 5 mm and 10 mm. The conducted research revealed the peculiarities of dependences of the temperatures of steel structures with passive and reactive fire-retardant materials of two brands on the duration of fire exposure. It was established that these dependences for steel structures with combined, passive, and reactive fire protection systems have a monotonously growing character. The maximum values of the duration of fire exposure are typical of the experimental samples that have the steel plate of the thickness of 10 mm, for a critical temperature of steel of 600 °C. They are 111 min, 101 min, 55 minutes, respectively, for the combined, passive, and reactive fire protection systems. It was established that a combined fire protection system is characterized by an increase in the duration of reaching the critical temperature of steel in comparison with passive and reactive fire protection systems. This is due to the effective combination of physical and chemical properties of passive and reactive fire-retardant materials. For the duration of fire exposure up to 79 min, the value of the duration of reaching the critical temperature of steel for a combined fire protection system exceeds the sum of durations of its achievement, which are typical for passive and reactive fire protection systems. This indicates the effectiveness of a combined system in this range of fire exposure duration. At an increase in the duration of fire exposure, the effectiveness of a combined fire protection system decreases.","PeriodicalId":356754,"journal":{"name":"EngRN: Structural Engineering (Topic)","volume":"22 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Thermal State of Steel Structures With a Combined Fire Protection System Under Conditions of Fire Exposure\",\"authors\":\"S. Novak, V. Drizhd, O. Dobrostan\",\"doi\":\"10.15587/1729-4061.2020.206373\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Given the need to minimize the weight-dimensional indicators of steel structures, the issue of the effective use of a combined fire protection system is relevant. The article deals with the thermal state of steel structures with such a system of fire protection under conditions of fire exposure in the standard temperature mode according to DSTU B V. 1.1-4-98*. The experimental samples used square steel plates with a side of 500 mm and a thickness of 5 mm and 10 mm. The conducted research revealed the peculiarities of dependences of the temperatures of steel structures with passive and reactive fire-retardant materials of two brands on the duration of fire exposure. It was established that these dependences for steel structures with combined, passive, and reactive fire protection systems have a monotonously growing character. The maximum values of the duration of fire exposure are typical of the experimental samples that have the steel plate of the thickness of 10 mm, for a critical temperature of steel of 600 °C. They are 111 min, 101 min, 55 minutes, respectively, for the combined, passive, and reactive fire protection systems. It was established that a combined fire protection system is characterized by an increase in the duration of reaching the critical temperature of steel in comparison with passive and reactive fire protection systems. This is due to the effective combination of physical and chemical properties of passive and reactive fire-retardant materials. For the duration of fire exposure up to 79 min, the value of the duration of reaching the critical temperature of steel for a combined fire protection system exceeds the sum of durations of its achievement, which are typical for passive and reactive fire protection systems. This indicates the effectiveness of a combined system in this range of fire exposure duration. 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引用次数: 2
摘要
考虑到需要尽量减少钢结构的重量尺寸指标,有效使用组合消防系统的问题是相关的。本文根据DSTU B V. 1.1-4-98*的标准温度模式,讨论具有这种防火系统的钢结构在火灾暴露条件下的热状态。实验样品采用边长为500mm,厚度为5mm和10mm的方形钢板。所进行的研究揭示了两种品牌的被动和反应阻燃材料的钢结构的温度对火灾暴露时间的依赖性的特殊性。结果表明,具有组合式、被动式和反应式防火系统的钢结构的这些依赖关系具有单调增长的特征。在钢的临界温度为600°C时,火灾暴露持续时间的最大值是典型的具有10 mm厚钢板的实验样品。组合式、被动式和反应式消防系统分别为111分钟、101分钟和55分钟。结果表明,与被动和反应式消防系统相比,组合式消防系统的特点是达到钢的临界温度所需的时间更长。这是由于被动和反应性阻燃材料的物理和化学性能的有效结合。对于火灾暴露时间长达79分钟的组合消防系统,达到钢的临界温度的持续时间的值超过其达到的持续时间的总和,这是典型的被动和反应性消防系统。这表明在此火灾暴露时间范围内组合系统的有效性。随着火灾持续时间的增加,综合消防系统的有效性降低。
Thermal State of Steel Structures With a Combined Fire Protection System Under Conditions of Fire Exposure
Given the need to minimize the weight-dimensional indicators of steel structures, the issue of the effective use of a combined fire protection system is relevant. The article deals with the thermal state of steel structures with such a system of fire protection under conditions of fire exposure in the standard temperature mode according to DSTU B V. 1.1-4-98*. The experimental samples used square steel plates with a side of 500 mm and a thickness of 5 mm and 10 mm. The conducted research revealed the peculiarities of dependences of the temperatures of steel structures with passive and reactive fire-retardant materials of two brands on the duration of fire exposure. It was established that these dependences for steel structures with combined, passive, and reactive fire protection systems have a monotonously growing character. The maximum values of the duration of fire exposure are typical of the experimental samples that have the steel plate of the thickness of 10 mm, for a critical temperature of steel of 600 °C. They are 111 min, 101 min, 55 minutes, respectively, for the combined, passive, and reactive fire protection systems. It was established that a combined fire protection system is characterized by an increase in the duration of reaching the critical temperature of steel in comparison with passive and reactive fire protection systems. This is due to the effective combination of physical and chemical properties of passive and reactive fire-retardant materials. For the duration of fire exposure up to 79 min, the value of the duration of reaching the critical temperature of steel for a combined fire protection system exceeds the sum of durations of its achievement, which are typical for passive and reactive fire protection systems. This indicates the effectiveness of a combined system in this range of fire exposure duration. At an increase in the duration of fire exposure, the effectiveness of a combined fire protection system decreases.