ASHRAE CH-06-3-3-2006 Experiments for the Characterization of Design Fires for Commercial Buildings《商业大厦火灾设计特点实验》.pdf
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1、CH-06-3-3 Experiments for the Characterization of Design Fires fox Commercial Buildings George Hadjisophocleous;PhD, PEng Member ASHRAE ABSTRACT This paperpresents a study to characterize designjres for commercial buildings. The study.includes a survey of different stores, which was conducted to det
2、erminejre load and type of combustibles and to design representative fuel packages, medium- and full-scale testing using the fuel packages, and computer modeling. The experiments were conducted in collaboration with the Fire Research Program of the National Research Council of Canada (NRC) using NRC
3、S full-scale facilities. In total, 168 different stores were surveyed and the data collected were analyzed to determine the totaljre load in each of the stores, thejre load density, and the contribution of different combustible materials to the total jre load. The survey was conducted in 2003 in the
4、 Canadian cities of Ottawa and Gatineau. The data from the conducted sumey show that clothing stores occupy 30% of the totaljoor area ofall suweyedstores, restaurants 13%. storage areas 9%, arts and crafts supplies 5%, and fast jood outlets 4%. The data also show that the jre load in stores consists
5、 of a vast variation of combustibles with different contributions depending on the type ofstore. Analysis of the data found a clear correlation between thefloor area of stores andjre load densities. The jre load density decreases as thefloor area increases. Based on the survey data, a number offuel
6、packages were designed representing$re load densities and types of combustibles of diferent stores. The developed fuel packages were used tope form exper- iments to characterize design $res for commercial buildings. The results from the medium-scale experiments show that the fuel package representin
7、g shoe storage areas produced the highest heat release rate, followed by the fuelpackage repre- senting fast-food outlets. The experimental data were analyzed Ehab Zalok to determine the relative tenability levels based on the CO and CO2 concentrations of the products of combustion. INTRODUCTION The
8、 use of engineered fire protection designs for build- ings is becoming more acceptable in many countries. These designs are done using engineering calculations and tools that include both computer models and experiments to demon- strate acceptable performance. In many of these calculations or tests,
9、 fires that are representative ofthose expected in build- ings are used to evaluate building performance. These fires are known as design$res. The increasing use of engineered solu- tions results in the need to identiSl and characterize design fires for various buildings so that their use is accepta
10、ble by all involved in the design and approval process, including design- ers, stakeholders, and the authority having jurisdiction. The burning characteristics of design fires depend on the type, amount, and arrangement of combustible materials, available ventilation in the room of fire origin, and
11、the ignition source. The type and arrangement of combustibles affect the growth characteristics, while the total amount of fuel and ventilation characteristics in the compartment of fire origin govern the intensity and duration of the fire. The key param- eters that define a design fire include heat
12、 release rate (HRR), flame temperature, and production rates of toxic gases. The complete specification of design fires requires knowledge of all stages ofthe fire: growth, steady burning (fully developed), and decay. The growth characteristics of the design fire influ- ence the time of detection as
13、 well as the time when conditions in the compartment of fire origin become untenable. The faster the fire is detected, the earlier occupants will be notified of the fire and begin to evacuate the building; however, the time George Hadjisophocleous is a professor and Ehab Zalok is a doctoral candidat
14、e at Carleton University, Ottawa, Ontario, Canada. 394 02006 ASHRAE. available to the occupants to evacuate safely depends on the time when untenable conditions are reached in their compart- ments or the exit routes. The ability of compartment barriers to withstand the fire attack and contain the fi
15、re, preventing it from spreading to other compartments in the building, depends on the intensity and duration of the fire. A fire in a compartment with limited fuel is more likely to be contained than a fire in a compartment with large amounts of fuel. The work presented in this paper is aimed at ch
16、aracteriz- ing design fires for commercial premises. To this end, efforts were made to characterize the combustibles in stores by conducting a survey to collect relevant data. The fire load survey was conducted on 168 commercial premises. Premises surveyed were the typical stores in shopping centers
17、, such as clothing stores, fast food shops, restaurants, shoe stores, and bookstores. The survey was conducted in 2003 in the Cana- dian cities of Ottawa and Gatineau. The data collected were total fire load, fire load density, type of combustibles (wood, plastics, cloth, food, etc.), compartment fl
18、oor area, and venti- lation characteristics (area and availability). The results of the survey of different stores and their analysis produced nine different fuel packages representing fire load densities and types of combustibles in stores. The identified fuel packages were used to perform medium-s
19、cale experiments in a room test facility. The data obtained from these tests are presented and discussed in this paper. The next steps toward the charac- terization of design fires for commercial premises include large-scale tests of the representative fuel packages and computer modeling using compu
20、tational fluid dynamics (CFD) models such as the Fire Dynamics Simulator (FDS) (McGrattan et al. 2002). SURVEY AND FUEL PACKAGES The quantity of movable combustibles in a compartment is commonly expressed as the total heat energy (MJ) that can be released through complete combustion and is known as
21、the fire load. The fire load is often expressed as an energy density (fire load per unit floor area in MJ/m2) to enable extrapolation to compartments of different sizes. At times, the contribution of the combustible parts of the building structure (the fixed fire load) are included in the total fire
22、 load. However, it is often the quantity of the buildings combustible contents (the movable fire load) that is needed for most fire safety evaluations. The survey for this paper was conducted by visiting the buildings and listing the contents and their pertinent characteristics. Weights were determi
23、ned by a combination of the direct weighing and inventory techniques. As shown in Figure 1, the area contribution of the differ- ent establishments to the total area of the buildings surveyed is mainly from clothing stores, followed by restaurants, stor- age areas, and fast food outlets. Bennetts et
24、 al. (1997) also found that clothing stores are the major occupancy in shopping centers. The area of clothing stores is 34.7% of the total area; restaurants arc 13.9%, storage areas are 5.8%, and fast-food outlets are 4.5%. Natches Sales 0.59% Travel Agencies Clothing Retail qa TW Shoes Retail /Conf
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