Fire Protection of Timber Building Structures and Constructions

2013 ◽  
pp. 199-226
Author(s):  
Roza Aseeva ◽  
Boris Serkov ◽  
Andrey Sivenkov
Keyword(s):  
Fire Protection ◽  
Building Structures

scholarly journals Possibilities of modern software complexes in simulation fire protection of constructions structures with Sofistik

2018 ◽  
Vol 193 ◽  
pp. 03026 ◽  
Author(s):  
Marina Gravit ◽  
Vladimir Lyulikov ◽  
Alina Fatkullina
Keyword(s):  
Fire Resistance ◽  
Fire Protection ◽  
Software Systems ◽  
Building Structures ◽  
Temperature Regimes

The review of modern software systems that allow producing modeling and calculation of fire resistance of building structures, as well as simulating fire protection, is given. Particular attention is paid to the software Sofistik, which allows you to synchronize with Autodesk Revit and calculate the fire protection of building structures for various temperature regimes.

Economic Comparison of Fire Fighting Measures of Gypsum-Based Materials

2016 ◽  
Vol 835 ◽  
pp. 467-471
Author(s):  
Marcela Halirova ◽  
Radek Janousek ◽  
Hana Sevcikova ◽  
Radek Fabian ◽  
Eva Machovcakova
Keyword(s):  
Fire Protection ◽  
Technology Implementation ◽  
Fire Risk ◽  
Steel Structures ◽  
Point Of View ◽  
Building Structures ◽  
Protection Measures ◽  
Economic Point ◽  
The Cost ◽  
Economic Comparison

Fire resistance of building structures is important not only in terms of prevention of hazards to human health, but also from the economic point of view. The choice of method of fire protection of steel structures depends on the responsible choice of finish or cladding material and suitable technology implementation. Although the assessment of fire risk is a priority, when selecting the decisive criteria we must not also forget the cost of fire protection measures. This article aims at economic comparison of the two fire protection measures for the steel column of rolled profiles.

scholarly journals INFLUENCE OF FIRE PARTITIONS FOR SPEED FIRE DISTRIBUTION IN CLOSED PREMISES OF PRODUCTION AND STORAGE FACILITIES

Fire Safety ◽  
2021 ◽  
Vol 37 ◽  
pp. 44-51
Author(s):  
E. Hulida ◽  
V. Sharуу
Keyword(s):  
Fire Protection ◽  
Rapid Development ◽  
Research Work ◽  
Experimental Studies ◽  
Fire Spread ◽  
Building Structures ◽  
Fire Load ◽  
The Impact ◽  
And Storage ◽  
Storage Facilities

Introduction. Fires in closed premises of production and storage facilities are the most dangerous, because they hold large areas with a significant fire load. The current direction of providing a fire safety system at production and storage facilities in closed premises is to eliminate the conditions of the rapid development of fire and minimizing its effect through the use of fire curtains. This method of fire protection is practically not used in closed premises of production and storage facilities at the present stage. In most cases, fire partitions are used in such situations. Therefore, a topic issue today is the research of limiting the development of fires with the use of fire partitions and minimizing fire effects.Purpose. Investigate the process of spreading the fire in closed premises of production and storage facilities by using fire partitions to limit the speed of fire spread. Problem statement and solution. The following tasks must be solved to provide fire protection of production and storage facilities:1. to investigate the process of fire spread in closed premises of production and storage facilities without the use of fire partitions;2. to investigate the impact of fire partitions use on fire rate.Two possible modes of development fire in the premises are considered to solve the first problem: 1) with the presence of sufficient air (oxygen), with fire occurred in regulated fire load; 2) with insufficient air (oxygen), with fire occurred in regulated ventilation.It is necessary to choose the material and fire partition design accordingly to solve the second problem. The results of experimental studies [11] showed that fire partitions vermiculite-silicate plates can be used for various building structures manufacturing. Closed production and storage facilities structure analysis showed that these premises are constructed in most cases with a grid of columns 9Х12 m.Conclusions and proposals:1) There is only the first mode of fire with sufficient oxygen (air) in closed premises of production and storage facilities with a total area of more than 5000 m2 in the process of fire. The fire that occurred is regulated only by the fire load.2) The use of fire partitions between sections of the premises of production and storage facilities reduces the probability of fire spreading in the premises by about 3 times.3) It is necessary to continue research work in this direction to obtain more significant results of the process of development and spread of fire in the premises of production and storage facilities.

Fire Protection of Steel and Reinforced Concrete Structures of Industrial Buildings and Structures

2021 ◽  
pp. 50-56
Author(s):  
V.I. Golovanov ◽  
◽  
A.V. Pekhotikov ◽  
V.V. Pavlov ◽  
◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Fire Resistance ◽  
Fire Protection ◽  
Temperature Regime ◽  
Fire Retardant ◽  
Steel Structures ◽  
Reinforced Concrete Structures ◽  
Building Structures ◽  
Industrial Buildings ◽  
Temperature Regimes

Variants of progressive solutions for the use of efficient fire protection means for steel and reinforced concrete structures of the industrial buildings and structures are considered for the purpose of increasing the actual fire resistance and ensuring the requirements of fire safety norms. Distinctive features of the temperature regimes in the initial phase of a real fire from a standard fire were established when assessing the fire resistance of building structures. It is proposed to use such standardized temperature regimes of fire for assessing the fire resistance of building structures, as standard — in the industrial buildings; temperature regime of hydrocarbons combustion — for oil and gas, petrochemical enterprises, offshore stationary platforms; tunnel temperature regime — in the road and railway tunnels. Considering the operating conditions and performance of work on fire protection, the degree of aggressiveness of the environment, the structural and methodological scheme was developed for selecting passive fire protection for steel structures. Recommendations are given on limiting the use of intumescent paints for load-bearing steel structures involved in the overall stability of buildings, with the required fire resistance limit of no more than 30 minutes. To calculate the temperature over the section of the structure during its heating, the dependences of the change in the coefficients of thermal conductivity and heat capacity of fire-retardant linings under fire were obtained. Experimental studies were conducted related to the fire resistance of reinforced concrete floor slabs and slabs with an external reinforcement system based on the carbon composite material with various types of fire-retardant materials. The issue of protecting the lining blocks of road and railway tunnels from brittle (explosive) destruction of concrete in a fire is considered. It is experimentally confirmed that the addition of polypropylene fibers to the concrete mixture replaces the use of fire protection for the tunnels enclosing structures.

Evaluation of fire-retardant effectiveness of coatings for steel structures

2020 ◽  
pp. 43-54
Author(s):  
Владимир Ильич Голованов ◽  
Андрей Владимирович Пехотиков ◽  
Владимир Валерьевич Павлов
Keyword(s):  
Thermal Conductivity ◽  
Fire Resistance ◽  
Fire Protection ◽  
Oil And Gas ◽  
Fire Retardant ◽  
Steel Structures ◽  
Building Structures ◽  
Load Bearing ◽  
Passive Fire Protection ◽  
Actual Fire

Представлены результаты анализа экспериментальной и аналитической оценки огнезащитной эффективности покрытий для стальных конструкций. Обобщены данные многолетних исследований по определению зависимостей от температуры таких теплофизических характеристик, как теплопроводность и теплоемкость. Разработана структурно-методологическая схема выбора огнезащитных покрытий для стальных конструкций в целях обеспечения нормативных требований по огнестойкости. Проведены экспериментальные исследования по определению огнезащитной эффективности терморасширяющихся покрытий на эпоксидной основе при воздействии температурного режима горения углеводородов. Рассмотрен вопрос о гармонизации методики экспериментальной оценки огнезащитной эффективности средств огнезащиты для стальных конструкций с действующими европейскими нормами. Установлены критерии выбора пассивной огнезащиты, зависящие от области применения способов огнезащиты. Steel structures have high strength, relative lightness and durability, but when exposed to high temperatures in a fire, they deform, lose stability and load-bearing capacity. The collapse of load-bearing steel structures can occur in 10-15 minutes after the fire start. The actual fire resistance limit of structures can be increased by using the active and passive fire protection systems. The use of the active system for increasing the actual fire resistance limit is not provided in the regulatory documents. Passive fire protection is a complex of technical solutions including the use of non-flammable materials and bulging compounds. It is also an integral part of the building structure that ensures the required fire resistance limit. Assessment of fire resistance of building structures of residential, public, warehouse and industrial buildings is carried out taking into account the temperature regime (cellulose) of a standard fire. At oil and gas, petrochemical enterprises as well as at oil production platforms fires can occur at combustion of various hydrocarbon fuels which are characterized by a rapid temperature increase to 1100 °C. In this case, in accordance with GOST R EN 1363-2-2014, the temperature regime of hydrocarbon combustion is used to assess the fire resistance of building structures. The fire-retardant effectiveness of fire protection means for steel structures is determined by the heating time of the standard I-shaped column without applying a static load on the sample to the average “critical” temperature of the steel of 500 °C. Materials used for fire protection of steel structures must have a good thermal insulation ability, which is estimated by the coefficient of thermal conductivity. When heated to high temperatures, the thermal conductivity coefficient of fire-resistant materials varies depending on their composition and temperature. Based on the analysis of research to determine the fire-retardant effectiveness of fire protection means for steel structures there was developed a structural and methodological scheme that allows to make a choice of fire protection. Currently, as a fire protection there are widely used intumescent paints and thermo-expandable coatings. Taking into account the lack of knowledge of the influence of long-term operation and a large number of other technological factors on the fire-retardant effectiveness of coatings of steel structures covered with intumescent paints, it would be right to limit the use of such type of fire protection for load-bearing structures contributing to the overall sustainability of buildings with a required fire resistance of R 30. For fire protection of steel structures of oil and gas facilities located in the open air, in severe climatic conditions and exposed to aggressive environments there is successfully used a thermo-expandable two-component epoxy-based coating. The analysis of experimental data showed that the use of epoxy-based coatings is suitable for metal structures in the open air. In closed rooms the epoxy intumescent coating should not be used because at high temperature in a fire it ignites with toxic combustion products release.

scholarly journals Regularities in the washing out of water-soluble phosphorus-ammonium salts from the fire-protective coatings of timber through a polyurethane shell

2021 ◽  
Vol 2 (10 (110)) ◽  
pp. 51-58
Author(s):  
Yuriy Tsapko ◽  
Roman Vasylyshyn ◽  
Oleksandr Melnyk ◽  
Vasyl Lomaha ◽  
Аleksii Tsapko ◽  
...  
Keyword(s):  
Fire Protection ◽  
Protective Coatings ◽  
Experimental Studies ◽  
Fire Retardant ◽  
Protective Layer ◽  
Moisture Diffusion ◽  
Polymer Coatings ◽  
Water Soluble ◽  
Building Structures ◽  
Fire Retardants

The analysis of fire-protective materials for wooden building structures was carried out and the need to develop reliable methods for studying the process of washing out fire retardants from the surface of the building structure, which is necessary for the creation of new types of fire-protective materials, was established. That is why there arises a need to determine the conditions for the formation of a barrier for washing out and to establish a mechanism for inhibition of moisture transmission to the material. In this regard, a mathematical model was built of washing out fire retardants using a polymeric shell made of organic material as a coating, which makes it possible to estimate the effectiveness of a polymer shell by the amount of the washed-out fire retardant. According to the experimental data and theoretical dependences, the dynamics of the release of fire retardants from the fire-protective layer of the coating was calculated; it did not exceed 1.0 %, and therefore, ensures fire protection of timber. The results of determining the weight loss of the sample under the influence of water indicate the ambiguous impact of the nature of protection on the washout. In particular, this implies the availability of data sufficient for performing a high-quality process of moisture diffusion inhibition and, based on it, detection of the moment, from which a decrease in efficiency of a coating begins. The experimental studies proved that a sample of fire-protected timber after exposure to water for 30 days withstood the influence of a heat flow. In particular, the loss of timber weight after the temperature exposure was less than 6 %, and the temperature of flue gases did not exceed 185 °C. Thus, there is a reason to assert the possibility of directed control of the processes of fire protection of timber through the use of polymer coatings capable of forming a protective layer on the surface of fire-protected material, which inhibits the rate of washing out the fire retardants

scholarly journals Fire Safety Design in Building

2019 ◽  
Vol 3 (1) ◽  
pp. 41-53
Author(s):  
Maksum Tanubrata
Keyword(s):  
Fire Protection ◽  
Fire Safety ◽  
Building Materials ◽  
Building Structures ◽  
Safety Planning ◽  
Smoke Control ◽  
Fire Load ◽  
Partition Walls ◽  
Safety Design ◽  
Fire Safety Design

The main themes for fire safety planning may be described as follows ; Prevention of outbreak and growth of fire , Fire protection of Building structures, smoke control and escape planning. Fire load in a building can be roughly classified into 3 groups: (a). buildings materials, (b). furniture, and (c). daily goods. Building materials including linings, interior material of walls, ceilings, floors, partition walls, etc, and daily goods such as books, clothes, and so on.

Ensuring Fire Safety of Packages and Containers Made of Wood

2021 ◽  
pp. 71-77
Author(s):  
K.D. Isavnina ◽  
◽  
V.V. Ushanov ◽  
V.I. Shelkunov ◽  
N.I. Konstantinova ◽  
...  
Keyword(s):  
Fire Protection ◽  
Experimental Studies ◽  
Wood Products ◽  
Hazardous Substances ◽  
Measuring Instruments ◽  
Building Structures ◽  
Limit States ◽  
Standard Equipment ◽  
Fire Hazards ◽  
Long Term Storage

The possibility of developing a methodology for conducting tests to assess flame retardness of packages for storing hazardous substances, materials, or products, as well as the use of the efficient integrated means of modifying wood for their manufacture is considered. The analysis of the basic principles of the methodology of testing the building structures and products of the current standards showed the fundamental possibility of assessing the level of protection of explosive substances, materials or products contained in the package from the effects of fire hazards in the time from the beginning of tests under standard temperature conditions to the occurrence of the standardized limit states. To carry out studies on the assessment of flame retardness of the wooden packages, the means were selected that ensure not only their fire protection, but also weather resistance and moisture resistance, as well as strength. Comparative experimental studies of flame retardness allowed to assess behavior of the wooden packages during complex processing, and to show the advantages of their use to ensure integrity, thermal insulation capacity and the possibility of long-term storage while maintaining the main operational properties. As a result, the principal possibility of using standard equipment and measuring instruments in accordance with GOST 30247.0—94 was established, the main criteria for the assessment of flame retardness were developed, the efficiency of fire protection, as well as the strength characteristics of a complex tool for its possible use in the manufacture of structural elements and wood products, were studied.

scholarly journals PECULIARITIES OF EVALUATION OF METHODS OF DETERMINATION OF CHARACTERISTICS OF FIRE RESISTANCE OF BUILDING STRUCTURES

2020 ◽  
Vol 1 (2) ◽  
pp. 29-40
Author(s):  
S Novak ◽  
M Novak ◽  
O Bedratiuk
Keyword(s):  
Fire Resistance ◽  
Fire Protection ◽  
Steel Structures ◽  
Bearing Steel ◽  
Building Structures ◽  
Load Bearing ◽  
Methods Of Determination ◽  
Wide Range ◽  
The Difference

The results of the study aimed at further improvement and development of procedures for evaluating methods of determining the fire resistance characteristics of building structures are presented. The features of estimation of methods of determination of characteristics of fire resistance of building structures are determined. It is established that for the validation of experimental-calculation methods intended to determine the thickness of fire protection of building structures, which ensures their fire resistance in a wide range of parameters of these structures, it is impossible to use samples of structures with certain properties due to their inability to create. A procedure for such validation using a computational experiment method is proposed. In this procedure, accurate (conditional) temperature data for steel column specimens are determined by solving a direct one-dimensional non-stationary thermal conductivity problem. The validity of the proposed validation procedure by its application for the experimental calculation method, designed to determine the thickness of fire protection materials for load-bearing steel structures (columns and beams), has been established. It is established that the overwhelming number of calculated values of the thickness of the fire protection materials, determined by this method, exceeds its true values, which indicates the acceptability of the obtained results in terms of providing fire resistance of load-bearing steel structures. It is established that the difference between the calculated and actual values of the thickness of the fire protection materials can reach a considerable value (twice or more).The direction of further researches which are focused on revealing of influence of thermophysical properties of fire protection materials and stress-deformed state of samples of steel structures during the test on the accuracy of the method. This will identify more appropriate procedures for evaluating the method and processing the experimental data with increased accuracy.

Sign in / Sign up

Export Citation Format

Share Document