CC BY
16doi: 10.18720/MCE.84.8
Fireproof suspended ceilings with high fire resistance limits
Огнезащитные подвесные потолки с высокими пределами огнестойкости
M.V. Gravit, E.V. Golub*,
Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russia D.M. Grigoriev, I.O. Ivanov,
LLC «Fire Safety Technology», St. Petersburg, Russia
Key words: oil and gas complex; building structure; steel construction; fire resistance; hydrocarbon fire; standard fire; suspended ceiling
Канд. техн. наук, доцент М.В. Гравит, студент Е.В. Голуб*,
Санкт-Петербургский политехнический университет Петра Великого, Санкт-Петербург, Россия Технический директор Д.М. Григорьев, Генеральный директор И.О. Иванов, ООО «Противопожарные технологии», Санкт-Петербург, Россия
Ключевые слова: нефтегазовый комплекс; строительная конструкция; стальная конструкция; огнестойкость; углеводородный пожар; стандартный пожар; подвесной потолок
Abstract. Suspended ceiling is an effective way to fire protection of horizontal structures with steel beams due to its lightness, reliability and functionality. Three designs of fireproof suspended ceiling with silicate plates on cement binder are considered. A detailed description of the tested structures is given. Experiments were carried out to determine the fire resistance of the samples. The results of fire tests on suspended ceilings under standard fire temperature regime are presented in this study. It was found that the structures that have shown their effectiveness under the standard regime cannot satisfy the conditions of the hydrocarbon temperature regime. For the purpose of efficiency in the hydrocarbon regime and isolating the beams from the fire, in addition to fire-retardant plates, non-combustible heat insulation was used in the construction of the ceiling. The results of testing the ceiling with fire-retardant plates and rock wool when creating a hydrocarbon fire regime are given. It is shown that at the end of the fire exposure, the limiting state of the loss of bearing capacity and the loss of integrity was not fixed, visible changes during the test period was not found.
Аннотация. Подвесной потолок является эффективным способом огнезащиты горизонтальных конструкций перекрытий со стальными балками за счет своей легкости, надежности и функциональности. Рассмотрены три конструкции огнезащитного подвесного потолка с силикатными плитами на цементном вяжущем. Дано подробное описание испытываемых конструкций. Проведены эксперименты с целью определения огнестойкости образцов. Приведены результаты огневых испытаний подвесных потолков при создании стандартного температурного режима пожара. Получено, что конструкции, показавшие свою эффективность при стандартном режиме, не могут удовлетворить условиям углеводородного температурного режима. С целью эффективности при углеводородном режиме и изолирования балок от огня, кроме огнезащитных плит использована в конструкции потолка негорючая теплоизоляция. Приведены результаты испытания потолка с огнезащитными плитами и каменной ватой при создании углеводородного режима пожара. Показано, что на момент окончания огневого воздействия предельное состояние по потере несущей способности и по потере целостности не зафиксировано, видимых изменений в течение времени проведения испытания не обнаружено.
1. Introduction
Fires have a big impact on buildings and structures as directly when the fire is located on the site itself, and indirectly [1]. Therefore, the number of emergency actions [2] should include fire impacts arising from a fire, as well as the choice of space planning solutions [3] should be determined taking into account the requirements of fire safety. For example, the fire effect significantly changes the rigidity of steel beam-to-column connections [4], welded tubular joints are very defenseless without fire protection [5], and the
aluminum parts of the structures are most exposed to melting during combustion [6]. In this way, the design of fire protection is a mandatory requirement in the design of structures [7, 8].
Protection of buildings and structures, equipment, structures of tankers and offshore platforms in the conditions of combustion of fire-hazardous and explosive substances at oil and gas facilities is an actual problem [9-11].
Until recently, in Russia, all tests of structures and materials were carried out only under conditions of a standard temperature regime, otherwise known as cellulose, whose combustion materials are wood, cloth, paper [12-14]. Fires resulting from the burning of petroleum products, as a rule, can be attributed to the so-called hydrocarbon fire, which is characterized by a rapid temperature rise, and is accompanied by a shock wave of flame on structures, fireproof coatings, combustible finishing and building materials [15, 16]. Materials and structures that have proven effective under standard conditions, as a rule, cannot provide the required level of protection under conditions of hydrocarbon fire [17].
The range of materials, burning of which refers to a hydrocarbon fire, is very wide. They can act not only pure hydrocarbons (gasoline and natural gases - methane, ethane, propane, butane, etc.), but also their organic derivative (alcohols, phenols, ketones), virtually all oil products, lubricants and varnishes, many plastics with a low oxygen index.
A detailed review of international standards for determining the fire resistance of structures under a hydrocarbon fire, as well as an analysis of technical regulations in the field of fire protection for ships and offshore platforms is given in [18].
At present, there is a tendency to simulate a hydrocarbon fire in different software complexes in order to determine the effect of fire on various structures [19-23].
One of the important approaches for ensuring fire safety of buildings and structures is the use of a method for analyzing, assessing and managing the risk of an accident. This method allows to develop the most safe and at the same time economical design solution [24, 25].
The principle of passive fire protection in a hydrocarbon fire is to isolate the protected structure from fire. The insulation provides a thermal barrier, slowing the rate of heating of the steel and providing the required time for the fire extinguishing prior to the destruction of structures [26, 27].
One way to protect horizontal structural elements from the effects of a hydrocarbon fire is the fireproof suspended ceilings, which relate to constructive fire protection. The use of constructive fire protection is considered to be the most effective method, from the number used today to protect the structures of buildings and structures from the effects of fire and high temperatures in fires. In addition, when using this type of fire protection there are no wet processes and work can be carried out at any ambient temperature.
Suspended ceilings are used to protect horizontal structures of coatings and slabs with steel beams and are structural and functional elements. Important advantages of such fire protection are the ease of the suspended ceiling, as well as the reliability of the structure due to the formation of an air gap, which additionally increases the fire resistance limit [28].
1 - PROMATECT-H t = 10 mm plates in 2 layers; 2 - screws 4.2x25 pitch 150-200 mm; 3 - screws 4.2x35 pitch 200 mm; 4 - C-profile of floor structure CD 60x27x0.6 with anchoring;
5 - profile above the cross joint
Figure 1. The design of the fireproof suspended ceiling PROMATECT-H on metal I-beams (left) and a cross-section (right).
Also, fireproof suspended ceilings serve to protect against fire engineering communications systems, such as ventilation and air conditioning systems, electricity supply. By installing this type of ceiling, an independent fire compartment is created for communications, protecting them in the inter-ceiling space and ensuring their fire safety.
In addition to protecting structures with steel beams, fireproof suspended ceilings are also used to protect coatings from profiled sheets. In work [29], the influence of the gap size of the air layer on the fire resistance of the structure as a whole was investigated. Most of the studies are devoted to the development of either thin-layer fire retardant coatings [13, 30, 31], or constructive fire protection in the form of separate plate elements [26, 27], and holistic elements, such as a fireproof suspended ceiling, are given little attention.
In this work the designs of the suspended ceiling with fire resistant plates PROMATECT-H and PROMATECT-T were investigated. They are insensitive to moisture, large format and self-supporting. The difference in the name determines the possibility of using the hydrocarbon regime (PROMATECT-T). PROMATECT-T plates are used as cladding of elements and structures of tunnels, underground transport structures and any objects with increased requirements to heat load and resistance to aggressive environment, can be used both indoors and outdoors with increased wind load (including in the Arctic). PROMATECT-H plates serve as constructive fire protection of buildings and structures, are used indoors and can be an additional decorative element.
The fire retardant plates used in work belong to the class of fireproof plates on cement binder. Table 1 shows the characteristics of plates of other producers belonging to this class.
Table 1. The main properties of the plates on cement binder.
Producer Promat Promat Knauf PROZASK PROZASK
Plate PROMATECT-H PROMATECT-T AQUAPANEL Cement Board Outdoor Firepanel PYRO-SAFE AESTUVER-T
Composition (main components) silicate plates on cement binder silicate plates on cement binder Portland cement, expanded clay sand, perlite, hydrophobic and other additives Cement binder with light mineral filler Cement binder, fiberglass, perlite
Density, kg/m3 870 900 1100-1200 1100-1200 980
Moisture content, % 6 5 _ - 7
Alkalinity, pH 12 10 12 12 12
Thermal conductivity, W/m°K 0.175 0.212 0.350 0.350 0.185
Moisture diffusion resistance, |j 20 5 66 66 -
Flexural strength, MPa 7.6 5 >10 5.4 7.5
Tensile strength, MPa 4.8 1.2 - - 7.5
Compressive strength, MPa 9.3 4 - - -
Elastic modulus, MPa 4200 (longitudinal) 2900 (transverse) 1400 4000 - 4500
Combustibility Non combustible Non combustible Non combustible Non combustible Non combustible
Fire temperature regime standard hydrocarbon standard hydrocarbon hydrocarbon
* "-" there is no information on the producer's website
PROMATECT-T plates are a product of Etex Building Performance, owner of Promat - the world's largest producer of flame retardant materials and high-temperature insulation. Thanks to their work, fire safety projects around the world have been implemented in civil and industrial construction, petrochemical, gas, nuclear and power engineering. In addition, the company is engaged in testing and certification of fire protection systems for steel, reinforced concrete, wooden structures and utilities. The assortment of fire resistant coatings Promat is presented by compositions of different type and purpose. This allows you to provide comprehensive protection for any object. The proposed fire retardant coatings are of high quality and at the same time cost-effective.
The work carried out tests of three systems of designs with fireproof ceilings:
- under standard temperature conditions, the ceiling was tested with a PROMATECT-H plate with a thickness of 8 mm in two layers (2x8 = 16 mm);
- under standard temperature conditions, the ceiling was tested with a PROMATECT-H plate with a thickness of 10 mm in two layers (10x2 = 20 mm);
- under hydrocarbon temperature conditions, the ceiling was tested with a 15 mm thick PROMATECT-T plate, fixed to the steel substructure in two layers (2x15 = 30 mm), with a thermal insulation layer of stone wool 200 mm thick with a density of 60 kg/m3.
The aim of the work was to select the thickness of the thermal insulation and the thickness of the fireproof ceiling slabs to obtain the test results for the fire resistance parameters in the hydrocarbon fire for at least 150 minutes.
2. Methods
Tests of prototypes of the construction of a fireproof suspended ceiling were carried out to determine the flame retardant efficiency of the samples presented in accordance with Russian State Standards GOST 30247.0-94 "Elements of building constructions. Fire-resistance test methods. General requirements" and GOST R 53298-2009 "Suspended ceilings. Fire-resistance test method".
The duration of the test was determined by the onset of the limit state by loss of integrity (E) and the loss of bearing capacity (R), depending on which of the limit states occurs earlier.
Initially, tests were carried out on a standard temperature regime to determine the limiting possibilities for the fire resistance of panels on cement binder
2.1. Fireproof ceiling test with standard temperature regime
Samples of the ceiling with a size of 2800x3000 mm consist of 8 mm thick plates on cement binder in 2 layers (2 samples) and 10 mm thick in 2 layers (2 samples) mounted on a frame of steel profiles. The frame with the help of suspensions attached to the bearing I-beams No. 20 and reinforced concrete floor slabs. The distance from the bottom of the beam to the ceiling is 160 mm.
In the fire chamber of the furnace, the standard temperature regime was maintained, characterized by the following relationship:
T - T0 = 345 • lg (8/ +1), (1)
where Tis the temperature in the furnace, corresponding to the time t, °C;
To is the temperature in the furnace before the onset of heat exposure (ambient temperature), °C;
t is the time calculated from the beginning of the test, min.
For the design of the ceiling with fire resistant panels 8 mm thick in 2 layers, the ambient temperature and relative humidity of the air during the first test were 25 °C and 69 %, respectively, in the second test these readings were equal to 26 °C and 64 %.
For the design of the ceiling with 10 mm thick flame retardant plates, the ambient temperature and relative air humidity in the first test were 15 °C and 66 %, respectively, in the second these readings were 14 °C and 65 %.
The temperature in the fire chamber of the furnace and on the test samples is measured using furnace thermocouples, and the vertical deformations of the samples during the test are measured with a deflectometer.
2.2. Fireproof ceiling test with hydrocarbon temperature regime
For the tests, 2 samples of the design of the fireproof suspended ceiling with dimensions of 5000x3000x545 mm were presented. The height is indicated taking into account the metal prefabricated substructure made of the rolling profiles of the angular and I-section sections.
A schematic diagram of the design of a prototype of a fireproof suspended ceiling is shown in Figure 2.
welding
1 - beam 20B1; 2 - corner L 40x4; 3 - plate PROMATECT-T t = 15 mm;
4 - strip from the plate PROMATECT-T t = 15 mm, width 160 mm; 5 - metal mesh 100x100 wire diameter 5 mm; 6 - rock wool slabs t = 50 mm, 4 layers
Figure 2. Schematic diagram of the design of a prototype of a fireproof suspended ceiling.
The metal frame of the suspended ceiling was made by installing vertical supports welded to the beams of the I-section profile No. 20B1 in accordance with Russian State Standard GOST 26020-83 (reduced thickness of metal - 3.4 mm), set in the number of 5 pieces. To these supports longitudinal guides were welded from the double angle 40x4 mm in accordance with Russian State Standard GOST 8509-93, and in the transverse direction the guides were connected by double angles 40x4 mm welded to the side by side elements. Thus, the nominal pitch of the metal elements of the framework of the fireproof suspended ceiling, forming a flat welded cage for fixing the plate materials of the enclosing part, was 626-1250 mm.
At the bottom of the flat welded cage of the metal frame of the suspended ceiling, strips of width 160 mm, made of plates on cement binder 15 mm thick, fastened to the metal sub-structure with self-tapping screws, were fastened. After that, over the metal elements of the frame, a two-layer covering was made with plates on cement binder 15 mm thick (2x15 = 30 mm), fasteners of which were made with self-tapping screws and staples installed with a pitch (300 ± 10) mm.
At the end of the assembly of the enclosing part of the suspended ceiling from panels on cement binder, a metal grid with a cell of 100x100 mm made of a wire of 5 mm and 4 layers of heat insulation boards made of rock wool 50 mm thick and with a density of 60 kg/m3 was laid along the top of the steel angles. The total thickness of the thermal insulation layer was 200 mm.
To prevent the penetration of the flame around the perimeter of the sample, the insulation was laid, covering the cracks between the lining of the furnace and the plates of the enclosing part of the suspended ceiling.
In order to simulate the construction of the ceiling and ensure the thermal regime of heating the metal structures of the suspended ceiling protected by the enclosure, the steel I-beam beams were laid with reinforced concrete covering plates. On the perimeter, the sides of the prototype were covered with slabs of incombustible mineral wool insulation. To simulate the mode of movement of air in the allocated space above the fence of the fireproof suspended ceiling, along the end parts of the samples, a device of openings 300x500 mm in size was provided.
The ambient temperature and the relative humidity of the air during the first test were 21 °C and 50 %, respectively, in the second, these readings were equal to 23 °C and 52 %. The speed of air movement in both tests did not exceed 0.5 m/sec.
2.3. Test procedure
The experimental samples were placed on an experimental setup and subjected to unilateral thermal
action.
In the fire chamber of the furnace, a hydrocarbon temperature regime was created in accordance with Russian State Standard GOST R EN 1363-2-2014, characterized by the following relationship:
T = 1080 • (l - 0.325e-0167i - 0.675e-25t) + 20, (2)
where Tis the temperature in the furnace, corresponding to the time t, °C;
t is time, calculated from the beginning of the test, min.
The temperature in the fire chamber of the furnace was measured by furnace thermocouples, evenly distributed along the length of the sample at six locations.
On the experimental samples, the temperature was measured by thermocouples installed in an amount of 9 pieces on the I-beams of the metal skeleton of the suspended ceiling in the middle of their spans (with the exception of the two outer beams), in accordance with the requirements set out in 5.4.4 Russian State Standard GOST R 53295-2009.
3. Results and Discussion
3.1. Ceiling test results at a standard temperature regime
Curves of temperature changes in the controlled points when creating a standard temperature regime are shown in Figure 3.
Figure 3. Temperature curves in the fire chamber of the furnace (left) and on I-beams of steel frames (right) in standard regime.
Table 2. The results of monitoring the tests for the construction with a plate thickness of 8 mm.
Sample 1 Sample 2
Time The results of monitoring Time The results of monitoring
0' The beginning of the test 0' The beginning of the test
5' Strong emission of steam from the structure 15' Steam emission from the structure
30' Deflection 0 mm 45' Deflection 0 mm
45' Steam emission decreased 50' Steam emission decreased
90' Deflection 2 mm 95' Deflection 2 mm
135' Deflection 4 mm 140' Deflection 4 mm
148' The test is over 146' The test is over
As a result, the limit state was achieved by loss of bearing capacity and amounted to 136 minutes for sample 1, 142 minutes for sample 2.
Table 3. The results of monitoring the tests for the construction with a plate thickness of 10 mm.
Sample 1 Sample 2
Time The results of monitoring Time The results of monitoring
0' The beginning of the test 0' The beginning of the test
16' Smoke emission from the junction of reinforced concrete slabs 17' Smoke emission from the junction of reinforced concrete slabs
40' Deflection 5 mm 45' Deflection 5mm
61' Deflection 10 mm 65' Deflection 15 mm
110' Deflection 15 mm 95' Deflection 18 mm
166' Deflection 18 mm 140' Deflection 19 mm
175' The test is over 176' The test is over
As a result, the limit state was reached by loss of bearing capacity and amounted to 172 minutes for sample 1, 175 minutes for sample 2.
3.2. Ceiling test results at a hydrocarbon temperature regime
Curves of temperature changes in the controlled points when creating a hydrocarbon temperature regime are shown in Figure 4.
Figure 4. Temperature curves in the fire chamber of the furnace (left) and on I-beams of steel frames (right) in hydrocarbon regime.
According to agreement with the producer, the tests were stopped at the 155th minute. During the testing of the prototypes of the fireproof suspended ceiling, no visible changes were observed in the state of the protecting parts of the plates on cement binder.
At the time of the end of the fire impact (155 min), the wall part of the plates on cement binder did not collapse. Displacements and violations of the integrity of the layer of insulation from rock wool were not fixed. The deformation of the steel elements of the skeleton of the suspended ceiling has not been observed.
At the time of the end of the fire action, the average temperature for the thermocouples installed on the steel I-beams of the frame was 75 °C and 82 °C for the 1st and 2nd samples, respectively.
Thus, none of the limiting states for which the tests were conducted was achieved during the time of fire tests.
Partial collapse of the plates of the fencing part of the suspended ceiling was recorded after the cooling of the prototypes.
Figure 5. A sample of the ceiling design before the test (left) and partial collapse of the enclosing part of the suspended ceiling during cooling (right)
The tests of the fireproof suspended ceiling showed that the design of the ceiling, tested in the standard regime, will not be able to satisfy the conditions of hydrocarbon combustion, with a stronger effect of the hydrocarbon regime, the critical temperature of 500 °C will be reached much earlier. In order to be effective in the hydrocarbon regime and isolate the beams from the fire, it is necessary, in addition to fire-retardant plates, to use non-combustible heat insulation in the ceiling design and increase the own thickness of the plates on cement binder, which made it possible to ensure the required fire resistance of the structure.
The fireproof suspended ceiling showed its effectiveness not only under standard conditions [28, 29], but also under conditions of hydrocarbon fire. Therefore, testing this design under different conditions is necessary to create a complete picture of the behavior of the suspended ceiling, which will allow more extensive use this type of passive fire protection for horizontal structures of ceilings and slabs. Most of the studies are devoted to the development of either thin-layer fire retardant coatings [13, 30, 31], or constructive fire protection in the form of separate plate elements [26, 27], and holistic elements, such as a fireproof suspended ceiling, are given little attention.
4. Conclusions
The study leads to the following conclusions:
1) Testing of samples of a flame-retardant suspended ceiling made of PROMATECT-H plates 16 mm thick, provided that a standard regime was created in the fire chamber of the furnace, was completed by reaching the limit state for loss of bearing capacity after 136 min and 142 min for samples 1 and 2;
2) Testing of samples of a flame-retardant suspended ceiling made of PROMATECT-H plates with a thickness of 20 mm, provided that a standard regime was created in the fire chamber of the furnace, ended with reaching the limit state of loss of bearing capacity after 172 min and 175 min for sample 1 and 2;
3) Testing of samples of a flame-retardant suspended ceiling made of PROMATECT-T plates with a thickness of 30 mm, with an insulating layer of rock wool, provided that a hydrocarbon temperature regime was created in the fire chamber of the furnace did not end with reaching the limit state of loss of bearing capacity of the structure and the occurrence of ultimate strains at the time the end of fire exposure (155 min). The critical temperature of 500 °C during the tests (155 min) on the steel I-beams of the samples was not reached (the average temperature for thermocouples at the time of ending of the fire exposure was 75 °C and 82 °C, for the 1st and 2nd sample, respectively);
4) The designs of the fireproof ceiling using plates on cement binder have proven their effectiveness under standard temperature regime;
5) To achieve the required degree of fire protection in hydrocarbon fire conditions, it is necessary to use plates on cement binder with a greater thickness compared to structures that have proven to be effective in a standard regime, as well as to use non-combustible insulation.
References
1. Fryanova, K.O., Perminov, V.A. Impact of forest fires on buildings and structures. Magazine of Civil Engineering. 2017. 75(7). Pp. 15-22. DOI: 10.18720/MCE.75.2.
2. Alekseytsev, A.V., Kurchenko, N.S. Deformations of steel roof trusses under shock emergency action. Magazine of Civil Engineering. 2017. 73(5). Pp. 3-13. DOI: 10.5862/M CE.73.1.
3. Gusakova, N.V., Filyushina, K.E., Gusakov, A.M., Minaev, N.N. Selection criteria of space planning and structural solutions of low-rise buildings. Magazine of Civil Engineering. 2017. 75(7). Pp. 84-93. DOI: 10.18720/MCE.75.8.
4. Tusnina, V.M. Semi-rigid steel beam-to-column connections. Magazine of Civil Engineering. 2017. 73(5). Pp. 25-39. DOI: 10.18720/MCE.73.3.
5. Garifullin, M.R., Barabash, A.V., Naumova, E.A., Zhuvak, O.V., Jokinen, T., Heinisuo, M. Surrogate modeling for initial rotational stiffness of welded tubular joints. Magazine of Civil Engineering. 2016. 63(3). Pp. 53-76. DOI: 10.5862/MCE.63.4
6. Hirkovskis, A., Serdjuks, D., Goremikins, V., Pakrastins, L., Vatin, N.I. Behaviour analysis of load-bearing aluminium members. Magazine of Civil Engineering. 2015. 57(5).
Pp. 86-96. DOI: 10.5862/MCE.57.8
7. Saknite, T., Serdjuks, D., Goremikins, V., Pakrastins, L., Vatin, N.I. Fire design of arch-type timber roof. Magazine of Civil Engineering. 2016. 64(4). Pp. 26-39. DOI: 10.5862/MCE.64.3
8. Priadko, I.N., Mushchanov, V.P., Bartolo, E., Vatin, N.I., Rudnieva, I.N. Improved numerical methods in reliability analysis of suspension roof joints. Magazine of Civil Engineering. 2016. 65(5). Pp. 27-41. DOI: 10.5862/MCE.65.3
9. Imran, M., Liew, M.S., Nasif, M.S. Experimental Studies on Fire for Offshore Structures and its Limitation: A Review. Chemical Engineering Transactions. 2015. Vol. 45. Pp. 1951-1956.
10. Imran, M., Liew, M.S., Nasif, M.S., Niazi, U.M., Yasreen, A. Hazard assessment studies on hydrocarbon fire and blast: An overview. Advanced Science Letters. 2017. Vol. 23. Pp. 1243-1247.
11. Gravit, M.V., Golub, E.V, Antonov, S.P. Fire protective dry plaster composition for structures in hydrocarbon fire. Magazine of Civil Engineering. 2018. 79(3). Pp. 86-94. DOI: 10.18720/MCE.79.9.
12. Gravit, M.V., Nedviga, Y.S., Vinogradova, N.A., Teplova, Z.S. Ognestoykost sborno-monolitnykh chastorebristykh plit po balkam so stalnym profilem [Fireproof of prefabricated monolithic multiribbed plate with rolled steel beam]. Construction of Unique Buildings and Structures. 2016. 51(12). Pp. 73-83. (rus)
13. Schaumann, P., Kirsch, T. Protected Steel and Composite Connections: Simulation of the mechanical behaviour of steel and composite connections protected by intumescent coating in fire. Journal of Structural Fire Engineering. 2015. No. 1(6). Pp. 41-48.
14. Kraus, P., Mensinger, M., Tabeling, F., Schaumann, P. Experimental and Numerical Investigations of Steel Profiles with Intumescent Coating Adjacent to Space-Enclosing Elements in Fire. Journal of Structural Fire Engineering. 2015. No. 4(6). Pp. 237-246.
15. Bronzova, M.K., Garifullin, M.R. Fire resistance of thin-walled cold-formed steel structures Article history. Construction of Unique Buildings and Structures. 2016. No. 3(42). Pp. 61-78.
16. Shvyrkov, S.A., Yuryev, Y.I. Temperaturnyy rezhim pozhara dlya opredeleniya predela ognestoykosti ograzhdayushchikh sten neftyanykh rezervuarov [The temperature regime of the fire for determination of the fire resistance of the enclosing walls of oil tanks]. Technology of technosphere safety. 2016.
Литература
1. Фрянова К.О., Перминов В.А. Воздействие лесных пожаров на здания и сооружения // Инженерно-строительный журнал. 2017. № 7. С. 15-22.
2. Алексейцев А.В., Курченко Н.С. Деформации стальных стропильных ферм при ударных аварийных воздействиях // Инженерно-строительный журнал. 2017. № 5(73). С. 3-13.
3. Гусакова Н.В., Филюшина К.Э., Гусаков А.М., Минаев Н.Н. Критерии выбора объемно-планировочных и конструктивных решений малоэтажных зданий // Инженерно-строительный журнал. 2017. №. 7(75). С. 84-93.
4. Туснина В.М. Податливые соединения стальных балок с колоннами // Инженерно-строительный журнал. 2017. № 5(73). С. 25-39.
5. Гарифуллин М.Р., Барабаш А.В., Наумова Е.А., Жувак О.В., Йокинен Т., Хейнисуо М. Суррогатное моделирование для определения начальной жесткости вращения сварных трубчатых соединений // Инженерно-строительный журнал. 2016. № 3(63). С. 53-76.
6. Хирковский А., Сердюк Д.О., Горемыкин В.В., Пакрастиньш Л., Ватин Н.И. Анализ работы несущих элементов из алюминиевых сплавов // Инженерно-строительный журнал. 2015. № 5(57). С. 86-96.
7. Сакните Т., Сердюк Д.О., Горемыкин В.В., Пакрастиньш Л., Ватин Н.И. Проектирование огнестойких арочных деревянных покрытий // Инженерно-строительный журнал. 2016. № 4(64). С. 26-39.
8. Прядко Ю.Н., Мущанов В.Ф., Бартоло Х., Ватин Н.И., Руднева И.Н. Усовершенствование численных методов расчета надежности узлов висячих покрытий // Инженерно-строительный журнал. 2016. № 5(65). С. 27-41.
9. Imran M., Liew M.S., Nasif M.S. Experimental Studies on Fire for Offshore Structures and its Limitation: A Review // Chemical Engineering Transactions. 2015. Vol. 45. Pp. 1951-1956.
10. Imran M., Liew M.S., Nasif M.S., Niazi U.M., Yasreen A. Hazard assessment studies on hydrocarbon fire and blast: An overview // Advanced Science Letters. 2017. Vol. 23. Pp. 1243-1247.
11. Гравит М.В, Голуб Е.В, Антонов С.П. Огнезащитный штукатурный состав для конструкций в условиях углеводородного горения // Инженерно-строительный журнал. 2018. № 3(79). С. 86-94.
12. Гравит М.В., Недвига Е.С., Виноградова Н.А., Теплова Ж.С. Огнестойкость сборно-монолитных часторебристых плит по балкам со стальным профилем // Строительство уникальных зданий и сооружений. 2016. № 12 (51). C. 73-83.
13. Schaumann P., Kirsch T. Protected Steel and Composite Connections: Simulation of the mechanical behaviour of steel and composite connections protected by intumescent coating in fire // Journal of Structural Fire Engineering. 2015. № 1(6). Pp. 41-48.
14. Kraus P., Mensinger M., Tabeling F., Schaumann P. Experimental and Numerical Investigations of Steel Profiles with Intumescent Coating Adjacent to Space-Enclosing Elements in Fire // Journal of Structural Fire Engineering. 2015. № 4(6). Pp. 237-246.
15. Bronzova M.K., Garifullin M.R. Fire resistance of thin-walled cold-formed steel structures Article history // Construction of Unique Buildings and Structures. 2016. № 3(42). Pp. 61-78.
16. Швырков С.А., Юрьев Я.И. Температурный режим пожара для определения предела огнестойкости ограждающих стен нефтяных резервуаров // Технологии техносферной безопасности. 2016. № 4(68). С. 50-56 [Электронный ресурс]. Систем. требования: AdobeAcrobatReader. URL: http://agps-2006.narod.ru/ttb/ 2016-4/20-04-16.ttb.pdf (дата обращения: 02.12.2018).
No. 4(68). Pp. 50-56 [Electronic resource].System requirements: AdobeAcrobatReader. URL: http://agps-2006 .narod.ru/ttb/2016-4/20-04-16.ttb.pdf (date of application: 02.12.2018). (rus)
17. Golovanov, V., Pekhotikov, A., Pavlov, V. Raschet ognestoykosti konstruktsiy iz stali s povyshennymi pokazatelyami ognestoykosti dlya obyektov neftegazovoy promyshlennosti [Calculation of the fire resistance of steel structures with increased fire resistance for oil and gas industry facilities]. Territoriya «Neftegaz». 2007. No. 4. Pp. 72-77. [Electronic resource]. System requirements: AdobeAcrobatReader. URL: http://neftegas.info/upload/uf/ff 0/ff0fa86672e368d8c93aeef1 e6b8cc51.pdf (date of application: 02.12.2018). (rus)
18. Khasanov, I., Gravit, M.V., Kosachev, A.A., Pekhotikov, A.V., Pavlov, B.V. Garmonizatsiya yevropeyskikh i rossiyskikh normativnykh dokumentov, ustanavlivayushchikh obshchiye trebovaniya k metodam ispytaniy na ognestoykost stroitelnykh konstruktsiy i primeneniyu temperaturnykh rezhimov, uchityvayushchikh realnyye usloviya pozhara [Harmonization of European and Russian regulatory documents that establish general requirements for fire test methods of building structures and the use of temperature regimes that take into account the actual fire conditions]. Fire and Explosion Safety. 2014. No. 3(23). Pp. 49-57. (rus)
19. Gravit, M., Gumerova, E., Bardin, A., Lukinov, V. Increase of Fire Resistance Limits of Building Structures of Oil-and-Gas Complex Under Hydrocarbon Fire. Springer, Cham: International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport. 2018. Pp. 818-829.
20. Palazzi, E., Fabiano, B. Analytical modelling of hydrocarbon pool fires: Conservative evaluation of flame temperature and thermal power. Process Safety and Environmental Protection. 2012. No. 2(90). Pp. 121-128.
21. Shebeko, A., Shebeko, Y., Gordiyenko, D. Raschetnaya otsenka ekvivalentnoy prodolzhitelnosti pozhara dlya stalnykh konstruktsiy tekhnologicheskoy estakady neftepererabatyvayushchego predpriyatiya [A settlement assessment of equivalent fire duration for steel structures of pipe rack of a refinery]. Pozharnaya bezopasnost. 2017. No. 1. Pp. 25-29 [Electronic resource]. System requirements: Internet Explorer. URL: https://elibrary.ru/item.asp?id=288 44556 (date of application: 02.12.2018). (rus)
22. Shebeko, A., Shebeko, Y. Vzaimosvyaz velichin temperatury stroitelnykh konstruktsiy pri standartnom i uglevodorodnom temperaturnykh rezhimakh pozhara [Relationship of temperatures of building structures at the standard and hydrocarbon regimes of fires]. Pozharnaya bezopasnost. 2017. No. 2. Pp. 46-49 [Electronic resource]. System requirements: Internet Explorer. URL: https://elibrary.ru/item .asp?id=29328068 (date of application: 02.12.2018). (rus)
23. Payá-Zaforteza, I., Garloc,k M.E.M. A 3D numerical analysis of a typical steel highway overpass bridge under a hydrocarbon fire. Structures in Fire - Proceedings of the Sixth International Conference, SiF'10. 2010. Pp. 11-18.
24. Gimranov, F. Prognozirovaniye stsenariyev razvitiya avariy na neftekhimicheskikh proizvodstvakh [Prediction accident scenarios in the petrochemical industry]. Vestnik Kazanskogo tekhnologicheskogo universiteta. 2010. No. 5. Pp. 158-161 [Electronic resource].System requirements: Internet Explorer. URL: https://cyberleninka.ru/article/n/prog nozirovanie-stsenariev-razvitiya-avariy-na-neftehimicheskih-pro izvodstvah (date of application: 02.12.2018). (rus)
25. Paik, J.K., Czujko, J. Engineering and design disciplines associated with management of hydrocarbon explosion and fire risks in offshore oil and gas Facilities. Transactions -Society of Naval Architects and Marine Engineers. 2013. Vol. 120. Pp. 167-197.
26. Paik, J.K., Czujko, J. Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and
17. Голованов В., Пехотиков А., Павлов В. Расчет огнестойкости конструкций из стали с повышенными показателями огнестойкости для объектов нефтегазовой промышленности // Территория «Нефтегаз». 2007. № 4. С. 72-77 [Электронный ресурс]. Систем. требования: AdobeAcrobatReader. URL: http://neftegas.info/upload/uf /ff0/ff0fa86672e368d8c93aeef1 e6b8cc51.pdf (дата обращения: 02.12.2018).
18. Хасанов И., Гравит М.В., Косачев А.А., Пехотиков А.В., Павлов В.В. Гармонизация европейских и российских нормативных документов, устанавливающих общие требования к методам испытаний на огнестойкость строительных конструкций и применению температурных режимов, учитывающих реальные условия пожара // Пожаровзрывобезопасность. 2014. № 3(23). С. 49-57.
19. Gravit M., Gumerova E., Bardin A., Lukinov V. Increase of Fire Resistance Limits of Building Structures of Oil-and-Gas Complex Under Hydrocarbon Fire // Springer, Cham: International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport. 2018. Pp. 818-829.
20. Palazzi E., Fabiano В. Analytical modelling of hydrocarbon pool fires: Conservative evaluation of flame temperature and thermal power // Process Safety and Environmental Protection. 2012. № 2(90). Pp. 121-128.
21. Шебеко А., Шебеко Ю., Гордиенко Д. Расчетная оценка эквивалентной продолжительности пожара для стальных конструкций технологической эстакады нефтеперерабатывающего предприятия // Пожарная безопасность. 2017. № 1. C. 25-29 [Электронный ресурс]. Систем. требования: Internet Explorer. URL: https://elibrary.ru/item.asp?id=28844556 (дата обращения: 02.12.2018).
22. Шебеко А., Шебеко Ю. Взаимосвязь величин температуры строительных конструкций при стандартном и углеводородном температурных режимах пожара // Пожарная безопасность. 2017. № 2. C. 46-49. Систем. требования: Internet Explorer. URL: https://elibrary.ru/it em.asp?id=29328068 (дата обращения: 02.12.2018).
23. Payá-Zaforteza I., Garlock M.E.M. A 3D numerical analysis of a typical steel highway overpass bridge under a hydrocarbon fire // Structures in Fire - Proceedings of the Sixth International Conference, SiF'10. 2010. Pp. 11-18.
24. Гимранов Ф. Прогнозирование сценариев развития аварий на нефтехимических производствах // Вестник Казанского технологического университета. 2010. № 5. C. 158-161 [Электронный ресурс]. Систем. требования: Internet Explorer. URL: https://cyberleninka.ru/article/n/p rognozirovanie-stsenariev-razvitiya-avariy-na-neftehimichesk ih-proizvodstvah (дата обращения: 02.12.2018).
25. Paik J.K., Czujko J. Engineering and design disciplines associated with management of hydrocarbon explosion and fire risks in offshore oil and gas Facilities // Transactions -Society of Naval Architects and Marine Engineers. 2013. Vol. 120. Pp. 167-197.
26. Paik J.K., Czujko J. Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and future trends // IES Journal Part A: Civil and Structural Engineering. 2016. Vol. 4. Pp. 167-179.
27. Дыбаль Д.А., Шишилов О.Н., Гарустович И.В. Пассивная огнезащита в условиях углеводородного пожара // Лакокрасочные материалы и их применение. 2017. № 6. С. 16-19 [Электронный ресурс]. Систем. требования: AdobeAcrobatReader. URL: https://o3.com/pdf/LKM-17-6_view-18-20.pdf (дата обращения: 02.12.2018).
28. Шабалин С. Методы пассивной огнезащиты // Газовая промышленность. 2017. № 9. С. 122-125 [Электронный ресурс]. Систем. требования: Internet Explorer. URL: https://elibrary.ru/item.asp?id=30006385 (дата обращения: 02.12.2018).
29. Голованов В.И., Кузнецова Е.В. Эффективные средства огнезащиты для стальных и железобетонных конструкций
future trends. IES Journal Part A: Civil and Structural Engineering. 2016. Vol. 4. Pp. 167-179.
27. Dybal, D.A., Shishilov, O.N., Garustovich I.V. Passivnaya ognezashchita v usloviyakh uglevodorodnogo pozhara [Passive fire protection in hydrocarbon fire]. Lakokrasochnyye materialy i ikh primeneniye. 2017. No. 6. Pp. 16-19 [Electronic resource].System requirements: AdobeAcrobatReader. URL: https://o3.com/pdf/LKM-17-6_view-18-20.pdf (date of application: 02.12.2018). (rus)
28. Shabalin, S. Metody passivnoy ognezashchity [Methods of passive fire protection]. Gas Industry. 2017. No. 9. Pp. 122125 [Electronic resource]. System requirements: Internet Explorer. URL: https://elibrary.ru/item.asp?id=30006385 (date of application: 02.12.2018). (rus)
29. Golovanov, V.I., Kuznetsova, Y.V. Effektivnyye sredstva ognezashchity dlya stalnykh i zhelezobetonnykh konstruktsiy [Effective Means of Fire Protection for Steel and Concrete Structures]. Industrial and civil engineering. 2015. No. 9. Pp. 82-90. (rus)
30. Zharkov, A.F., Zharkov, F.A., Chesnokova, O.G. Ognestoykost pokrytiy iz proflistov s podvesnymi potolkami s vozdushnoy prosloykoy [Fire resistance of coatings of professional sheets with suspended ceilings with an air gap]. Internet-vestnik VolgGASU. 2015. No. 4(40). Pp. 10 [Electronic resource].System requirements: Internet Explorer. URL: http://vestnik.vgasu.ru/attachments/10Zhark ovZharkovChesnokova.pdf (date of application: 02.12.2018). (rus)
// Промышленное и гражданское строительство. 2015. № 9. С. 82-90.
30. Жарков А.Ф., Жарков Ф.А., Чеснокова О.Г. Огнестойкость покрытий из профлистов с подвесными потолками с воздушной прослойкой // Интернет-вестник ВолгГАСУ. 2015. № 4(40). С. 10 [Электронный ресурс]. Систем. требования: AdobeAcrobatReader. URL: http://vestnik.vg asu.ru/attachments/10ZharkovZharkovChesno kova.pdf (дата обращения: 02.12.2018).
Marina Gravit,
+7(912)9126407; marina.gravit@mail.ru Elena Golub*,
+7(911)9722466; alen-go@bk.ru Denis Grigoriev,
+7(911)2236078; gdm@pptech.ru Igor Ivanov,
+7(812)6407353; info@pptech.ru
Марина Викторовна Гравит, +7(912)9126407; эл. почта: marina.gravit@mail.ru
Елена Владимировна Голуб*, +7(911)9722466; эл. почта: alen-go@bk.ru
Денис Михайлович Гоигорьев, +7(911)2236078; эл. почта: gdm@pptech.ru
Игорь Олегович Иванов, +7(812)6407353; эл. почта: info@pptech.ru
© Gravit, M.V., Golub, E.V., Grigoriev, D.M., Ivanov, I.O., 2018
