Venting Of Smoke And Heat From Fire : The "G1 System"
Operational Manual
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1.0 GENERAL INFORMATION - STANDARDS OF REFERENCE |
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1.1
The phases of a fire |
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The beginning phase, the duration of which varies according to many factors,
is not characterised by a heavy production of smoke or heat. Therefore, intervention
is timely only if personnel are in the right place at the right time or, better yet,
if there is a good detection plant installed.
A lot of smoke and heat are produced during the extension phase. Temperature and the
speed of combustion rise very quickly. At one certain point, the ambient temperature
is such that the "flash over" point, or an "explosive generalisation", is reached.
The building is seriously compromised at that point. It is important to observe how an
efficient smoke and heat venting plant remarkably delays the fire from reaching the
"flash over" point so as to allow more time for the firemen to arrive.
During the phase when the fire is put out, the fire ends due to depletion of combustible
material. The smoke at the ceiling (not above the flame) reaches temperatures of 300-400°C,
and above the flame temperatures reach 800-1200°C, depending on the combustible material.
Above the flame, and at ceiling height, it is easy to find 800°C. This gives you an idea
of the thermal test roofing is subjected to. |
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2.0 THE UNI 9494 STANDARD |
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This important document can be obtained by writing directly to UNI at Piazza Diaz, 2 - 20135 Milan, Italy. The standard regulates only one-floor buildings or the top floors of multi-floor buildings. The basic principles and tables for sizing the plants are found within. We will briefly list below the criteria that are given for calculation and we will give you an example that clarifies the standard's interpretation, which we strongly recommend you get.
A set of data is required to calculate sizing :
Let's take a look at the calculation for sizing a typical building. Building size:
80 x 160 m; 12,800 sq. m. area, equipped with load-bearing beams that create ceiling
compartments. These beams extend vertically from the ceiling for 3 meters, and the
compartments each have an individual surface area of less than 1600 sq. m. Since there is a detection plant (par. 6.3 of the standard), the alarm time is equal to zero. In the contrary case, it is considered 5'. The intervention time in this case is 15'. (It would conventionally be 5' if there was an internal squad.) By adding the alarm time to the intervention time, you obtain the "conventional length of time foreseen for the fire's development". This helps us to get into table 11. The development speed, unless it involves unusual materials, can always be assumed as "average". This table furnishes us with the "sizing group" that is represented by a number between 1 and 7. We will enter the corresponding column of table III with the predetermined number. The other data we need to get into this table is the height free of smoke. This is the final table from which we will extract the "alpha" coefficient. The alpha coefficient is the percentage of the building's surface that must be open for venting. It is necessary to pay maximum attention to this fact. The surface you obtain is the useable surface, i.e. the actual surface. Just for your information, a dome type of venting system, put on the roofing, has an aerodynamic coefficient that rarely reaches values greater than 0.65. Transom or protruding windows turn out to be infinitely worse with regard to efficiency, but it does not appear that tests have been carried out to determine the coefficient. It would be necessary to evaluate the influence of wind on shed frames, which varies according to the shed's position and row. We have had information that tests on scale models of the roof to be evaluated have been carried out in Germany. Some people calculate the useable surface (U.A.S.) of the vertical windows as the sum of the rectangular and triangular areas uncovered by an open window's door. This is absolutely untrue. It is necessary to multiply this data by at least 0.25 to give it some safety margin. Furthermore, the window frames should be externally transom and are not to be opened more than 45° - 60°. A wider opening or, even worse, an overturn exposes the window to ingestion of air that pushes the smoke back inside (further diluting it and therefore increasing its mass) instead of venting it - the complete opposite of what is necessary. As regards the control systems, the standard requires that there be at least two. The main one should be automatic when reaching a temperature that usually stabilises at 68°C. In special cases, you can calibrate the system 20°C above the maximum ambient temperature that is normally reached. The same precaution should be taken if sprinkler plants are installed. The second control can be either automatic or manual and, unlike the first control that must be absolutely individual, it can operate groups of venting systems as long as they are inside the same fire zone. The G1 system was conceived to be able to easily build plants meeting the UNI 9494 standard. |
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3.0 THE "G1" SYSTEM |
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3.1
Description of the "G1" system There is also a complete range of accessories available: a smoke detection trigger box, smoke and temperature detectors, an emergency box, selector valves and manual valves for ventilation, and components that will be described in the next paragraph.
3.2.
The "G1" system components Strokes of 180, 350, 550, 750 and 1000 mm are available off the shelf, whereas special strokes can be prepared upon request. The strokes shown were selected in correspondence with the electrical actuators' standard for the sake of uniformity. It is easy to use the cylinders with the locking feature also for ventilating the room through connection to the compressed air line
3.2.2
Thermal valve
3.2.3
Pyrotechnic actuator Activated by the passage of electrical current, it breaks the vial, priming the cylinder's opening process. The pyrotechnic actuator can be involuntarily activated by the circulation of strong currents (e.g. high-voltage lines) or by bolts of lightning striking nearby. The power supply lines are to therefore be kept well away from the motive force lines. Contact our technical-commercial department for further information about this subject, about electrical wiring and the operational current specifications. The pyrotechnic actuator has a ten-year useable lifetime. It is a normal rule of thumb in Italy to replace pyrotechnic devices every four years.
3.2.4
CO2 cylinders Please refer to par. 4.2.4 to select the size.
3.2.5
Revolving union
3.2.6
Bracket and connection to frame
3.2.7
Selector valve We wish to point out that also this valve is made in two versions, to be directly installed on the cylinder or through pipes.
3.2.8
Manual valve box
3.2.9
Manual ventilation valve
3.2.10
Detection and control trigger box and detectors |
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4.0 SYSTEM CONFIGURATIONS AND OPERATION |
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4.1
Selection of the plant configuration
4.2.1
Cylinders
4.2.2
CO2 cylinders
4.2.3
Thrust |
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PROTRUDING hinges at the top opening outwards |
TRANSOM hinges at the bottom opening inwards |
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Whether for protruding frames or for transom frames, which are vertical when in the closed position, the formula to use for calculating the load that must be moved by the actuator is the following: |
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Where: |
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DOME OR HORIZONTAL FRAME (hinged on one side) |
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The weight of a dome or skylight, positioned on roofing that is horizontal or inclined up to a 30° angle on the horizontal plane, lies heavy on the hinges by 50% and on the actuator by 50%. The formula to use to determine the necessary force is the following: |
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Where: |
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4.2.4
CO2 cylinder selection
After having obtained this data, put it into the following formula: |
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CO2 cylinder = approx. 80 cm³ Pipe = 0 Cylinder 12.56 x 55 = 691 cm³ |
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770 cm³ = 0.77 I |
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Required thrust = 80 kg 80 x 1,25 = 100 Kg. 100 x 1.25 = 125 kg of theoretical thrust |
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100 -------- = 12,56 |
7,96 @ 8 bar |
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No. g = 0.77 x 8 x 2.9 (coefficient) = 17.86 |
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5.0 INSTALLATION - INSPECTION - TEST - MAINTENANCE |
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5.1
Installation
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