屋顶抗外部火灾影响测试设备的研制

Taras Samchenko, Oleksandr Dobrostan, Viktor Pokaliuk, Roman Chernysh
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引用次数: 0

摘要

本文对国内外的监管框架、指南和技术文件、信息手册、手册、手册、测试报告等文献资料以及互联网上的信息进行了考察和分析。在欧洲空间的国家,已经建立了屋顶和屋顶材料的消防安全要求,包括屋顶材料和屋顶作为结构的一部分,这有助于在火灾期间限制建筑物和结构中的火灾蔓延。事实证明,有必要根据DSTU CEN/TS 1187:2016(方法2)对建筑物(屋顶)覆盖物进行抗外部火灾暴露测试,并根据DSTU EN 13501-5:2016建立火灾分类。已编制了注册证书、技术说明、操作手册以及试验台验证的程序和方法。对试验台进行了初步验证,并投入运行。通过对乌克兰建筑工程中广泛使用的五种屋面材料的实验研究,在试样表面以上2米/秒和4米/秒的空气流速下,使用可燃和不可燃材料两种基材(基材),在所创建的试验台上对测试方法进行了认可。根据试验结果,确定了试件损伤(烧焦)部分长度测量结果的最大相对偏差在顶部为1.2% ~ 23.3%,底部为0.7% ~ 27.5%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Creation of Equipment for Testing Roofs for Resistance to External Fire Influence
This paper examines and analyzes the domestic and foreign regulatory framework, guidelines and technical documents, information brochures, manuals, handbooks, test reports and other literary sources as well as information on the Internet. In the countries of the European space, fire safety requirements have been established for roofs and roofing materials, both for roofing materials and for roofs as part of structures, which helps to limit the spread of fire in buildings and structures during a fire. It has been proven that there is a need to create equipment for testing resistance to external fire exposure in accordance with DSTU CEN/TS 1187:2016 (method 2) of coverings of buildings (roofs) and establishing fire classification according to DSTU EN 13501-5:2016. A registration certificate, a technical description, an operating manual, and a program and methodology of the test bench verification have been developed. The initial verification of the test bench was carried out and it was put into operation. Approbation of the test method was carried out on the created test bench through experimental studies of five types of roofing materials being widely used on construction works in Ukraine using two bases (substrates) of combustible and non-combustible materials at air flow speeds of 2 m/s and 4 m/s above the specimen surface. According to the results of this work, it was established that the maximum relative deviation of the result of measuring the length of the damaged (charred) part of the specimens was in the range of 1.2 % to 23.3 % for the roof and 0.7 % to 27.5 % for the base.
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