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{{Short description|Component or system to passively prevent the spread of fire}}
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[[File:Mortar intumescent.jpg|thumb|Fire-resistance rated wall assembly with [[fire door]], [[cable tray]] penetration and [[intumescent]] cable coating.]]
[[File:Mortar intumescent.jpg|thumb|Fire-resistance rated wall assembly with [[fire door]], [[cable tray]] penetration and [[intumescent]] cable coating]]
'''Passive fire protection''' ('''PFP''') PFP is components or systems of a building or structure that slows or impedes the spread the effects of fire or smoke without system activation, and usually without movement.<ref>NFPA 3 Standard for Commissioning of Fire Protection and Life Safety Systems, 2018, 3.3.20.5</ref> Examples of passive systems include floor-ceilings and roofs, fire doors, windows, and wall assemblies, fire-resistant coatings, and other fire and smoke control assemblies. Passive fire protection systems can include active components such as fire dampers.
'''Passive fire protection''' ('''PFP''') is components or systems of a [[building]] or [[structure]] that slows or impedes the spread of the effects of fire or smoke without system activation, and usually without movement.<ref>NFPA 3 Standard for Commissioning of Fire Protection and Life Safety Systems, 2018, 3.3.20.5</ref> Examples of passive systems include floor-ceilings and roofs, [[fire doors]], windows, and wall assemblies, fire-resistant coatings, and other fire and [[smoke control]] assemblies. Passive fire protection systems can include active components such as fire dampers.


== Main characteristics ==
== Main characteristics ==
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* Slow a fire from spreading from the compartment of fire origin
* Slow a fire from spreading from the compartment of fire origin
* Slow the heating of structural members
* Slow the heating of structural members
* Prevent the spread of fire through intentional openings (e.g., doors, HVAC ducts) in fire rated assemblies by the use of a fire rated closure (e.g., fire door, fire damper)
* Prevent the spread of fire through intentional openings (e.g., doors, [[Duct (flow)|HVAC ducts]]) in fire rated assemblies by the use of a fire rated closure (e.g., [[fire door]], [[fire damper]])
* Prevent the spread of fire through penetrations (e.g., holes in fire walls through which building systems such as plumbing pipes or electrical cables pass) in fire rated assemblies by the use of fire stops
* Prevent the spread of fire through penetrations (e.g., holes in fire walls through which building systems such as plumbing pipes or electrical cables pass) in fire rated assemblies by the use of [[Firestop|fire stops]]


PFP systems are designed to "prevent" the spread of fire and smoke, or heating of structural members, for an intended limited period of time as determined by the local building code and fire codes. Passive fire protection measures such as firestops, fire walls, and fire doors, are tested to determine the fire-resistance rating of the final assembly, which is usually expressed in terms of hours of fire resistance (e.g., ⅓, ¾, 1, 1½, 2, 3, 4 hour). A [[certification listing]] provides the limitations of the rating.
PFP systems are designed to "prevent" the spread of fire and smoke, or heating of structural members, for an intended limited period of time as determined by the local [[building code]] and fire codes. Passive fire protection measures such as firestops, fire walls, and fire doors, are tested to determine the [[fire-resistance rating]] of the final assembly, which is usually expressed in terms of hours of fire resistance (e.g., ⅓, ¾, 1, 1½, 2, 3, 4 hour). A [[certification listing]] provides the limitations of the rating.


Passive fire protection systems typically do not require [[motion (physics)|motion]]. Exceptions are fire dampers (fire-resistive closures within air ducts, excluding grease ducts) and fire door closers, which move, open and shut in order to work, as well as all [[intumescent]] products which swell in order to provide adequate material thickness and fill gaps. The simplicity of PFP systems usually results in higher reliability as compared to [[active fire protection]] systems such as sprinkler systems which require several operational components for proper functioning.
Passive fire protection systems typically do not require [[motion (physics)|motion]]. Exceptions are fire dampers (fire-resistive closures within air ducts, excluding grease ducts) and fire door closers, which move, open and shut in order to work, as well as all [[intumescent]] products which swell in order to provide adequate material thickness and fill gaps. The simplicity of PFP systems usually results in higher reliability as compared to [[active fire protection]] systems such as sprinkler systems which require several operational components for proper functioning.
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Different types of materials are employed in the design and construction of PFP systems. [[Endothermic]] materials absorb heat, including calcium silicate board, [[concrete]] and [[gypsum]] wallboard. For example, water can boil out of a concrete slab when heated. The chemically bound water inside these materials sublimates when heated. PFP measures also include [[intumescent]]s and [[Ablation|ablative]] materials. Materials themselves are not fire resistance rated. They must be organised into systems which bear a fire resistance rating when installed in accordance with certification listings (e.g., DIN 4102 Part 4).
Different types of materials are employed in the design and construction of PFP systems. [[Endothermic]] materials absorb heat, including calcium silicate board, [[concrete]] and [[gypsum]] wallboard. For example, water can boil out of a concrete slab when heated. The chemically bound water inside these materials sublimates when heated. PFP measures also include [[intumescent]]s and [[Ablation|ablative]] materials. Materials themselves are not fire resistance rated. They must be organised into systems which bear a fire resistance rating when installed in accordance with certification listings (e.g., DIN 4102 Part 4).


There are mainly two types of materials that provide structural fire resistance: intumescent and vermiculite. Vermiculite materials cover the structural steel members in a relatively thick layer. Because of the porous nature of vermiculite, its use is not advisable if there is the possibility of water exposure. Steel corrosion is also difficult to monitor. Intumescent fireproofing is a layer of a material which is applied like paint on the structural steel members. The thickness of this intumescent coating is dependent on the steel section used. Intumescent coatings are applied in a relatively low thickness (usually 350- to 700-[[micrometer (unit)|micrometer]]), have a more aesthetic smooth finish, and help prevent corrosion.
There are mainly two types of materials that provide structural fire resistance: intumescent and [[vermiculite]]. Vermiculite materials cover the structural steel members in a relatively thick layer. Because of the porous nature of vermiculite, its use is not advisable if there is the possibility of water exposure. Steel corrosion is also difficult to monitor. Intumescent fireproofing is a layer of a material which is applied like paint on the structural steel members. The thickness of this intumescent coating is dependent on the steel section used. Intumescent coatings are applied in a relatively low thickness (usually 350- to 700-[[micrometer (unit)|micrometer]]), have a more aesthetic smooth finish, and help prevent corrosion.


PFP system performance is typically demonstrated in [[fire test]]s. A typical test objective for fire rated assemblies is to maintain the item or the side to be protected at or below either 140&nbsp;°C (for walls, floors and electrical circuits required to have a [[fire-resistance rating]]). A typical test objective (e.g., ASTM E119) for fire rated structural protection is to limit the temperature of the structural element (e.g., beam, column) to ca. 538&nbsp;°C, at which point the yield strength of the structural element has been sufficiently reduced that structural building collapse may occur. Typical test standards for walls and floors are BS 476: Part 22: 1987, BS EN 1364-1: 1999 & BS EN 1364-2: 1999 or ASTM E119.<ref>{{Cite web|title = ASTM E119 – 15 Standard Test Methods for Fire Tests of Building Construction and Materials|url = http://www.astm.org/cgi-bin/SoftCart.exe/DATABASE.CART/REDLINE_PAGES/E119.htm?L+mystore+nxjg6699|website = www.astm.org|access-date = 2015-09-25}}</ref> Smaller components such as fire dampers, fire doors, etc., follow suit in the main intentions of the basic standard for walls and floors. Fire testing involves live fire exposures upwards of 1100&nbsp;°C, depending on the fire-resistance rating and duration one is after. Test objectives other than fire exposures are sometimes included such as hose stream impact to determine the survivability of the system under realistic conditions.
PFP system performance is typically demonstrated in [[fire test]]s. A typical test objective for fire rated assemblies is to maintain the item or the side to be protected at or below either 140&nbsp;°C (for walls, floors and electrical circuits required to have a [[fire-resistance rating]]). A typical test objective (e.g., ASTM E119) for fire rated structural protection is to limit the temperature of the structural element (e.g., beam, column) to ca. 538&nbsp;°C, at which point the yield strength of the structural element has been sufficiently reduced that structural building collapse may occur. Typical test standards for walls and floors are BS 476: Part 22: 1987, BS EN 1364-1: 1999 & BS EN 1364-2: 1999 or ASTM E119.<ref>{{Cite web|title = ASTM E119 – 15 Standard Test Methods for Fire Tests of Building Construction and Materials|url = http://www.astm.org/cgi-bin/SoftCart.exe/DATABASE.CART/REDLINE_PAGES/E119.htm?L+mystore+nxjg6699|website = www.astm.org|access-date = 2015-09-25}}</ref> Smaller components such as fire dampers, fire doors, etc., follow suit in the main intentions of the basic standard for walls and floors. Fire testing involves live fire exposures upwards of 1100&nbsp;°C, depending on the fire-resistance rating and duration one is after. Test objectives other than fire exposures are sometimes included such as hose stream impact to determine the survivability of the system under realistic conditions.
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[[File:Spray fireproofing on an ibeam.jpg|thumb|right|280px|This [[I beam]] has a [[fireproofing]] material sprayed onto it as a form of passive fire protection.]]
[[File:Spray fireproofing on an ibeam.jpg|thumb|right|280px|This [[I beam]] has a [[fireproofing]] material sprayed onto it as a form of passive fire protection.]]
* '''Fire-resistance rated walls'''
* '''Fire-resistance rated walls'''
* '''[[Firewall (construction)|Firewalls]]''' not only have a rating, they are also designed to sub-divide buildings such that if collapse occurs on one side, this will not affect the other side. They can also be used to eliminate the need for sprinklers, as a trade-off.
* '''[[Firewall (construction)|Firewalls]]''' not only have a rating, but are also designed to sub-divide buildings such that if collapse occurs on one side, this will not affect the other side. They can also be used to eliminate the need for sprinklers, as a trade-off.
* '''Fire-resistant glass''' [[glass]] using multi-layer intumescent technology or wire mesh embedded within the glass may be used in the fabrication of fire-resistance rated windows in walls or [[fire door]]s.
* '''Fire-resistant [[glass]]''' using multi-layer intumescent technology or wire mesh embedded within the glass may be used in the fabrication of fire-resistance rated windows in walls or [[fire door]]s.
* '''Fire-resistance rated floors'''
* '''Fire-resistance rated floors'''
* '''[[Occupancy]] separations''' (barriers designated as occupancy separations are intended to segregate parts of buildings, where different uses are on each side; for instance, [[apartment]]s on one side and stores on the other side of the occupancy separation).
* '''[[Occupancy]] separations''' (barriers designated as occupancy separations are intended to segregate parts of buildings, where different uses are on each side; for instance, [[apartment]]s on one side and stores on the other side of the occupancy separation).
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* [[Canada]]: ULC-S101
* [[Canada]]: ULC-S101
* [[United States]]: ASTM E119
* [[United States]]: ASTM E119
* [[South Africa]]: SANS 10117
[[File:Tray cross barrier.jpg|thumb|Cable tray cross barrier fire test per German DIN 4102]]
Each of these test procedures have very similar fire endurance regimes and heat transfer limitations. Differences include the hose-stream tests, which are unique to Canada and the United States, whereas Germany includes an [[impact (mechanics)|impact]] test during the fire for firewalls. Germany is unique in including heat induced expansion and collapse of ferrous cable trays into account for firestops resulting in the favouring of firestop mortars which tend to hold the penetrating cable tray in place, whereas firestops made of rockwool and elastomeric toppings have been demonstrated in testing by Otto Graf institute to be torn open and rendered inoperable when the cable tray expands, pushes in and then collapses.<ref>{{cite web |url=http://www.mpa.uni-stuttgart.de/organisation/fb_1/fb_1.html |title=Archived copy |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080526004936/http://www.mpa.uni-stuttgart.de/organisation/fb_1/fb_1.html |archive-date=2008-05-26 }}</ref>


In exterior applications for the offshore and the [[petroleum]] sectors, the fire endurance testing uses a [[:File:Din iso astm ul curves.jpg|higher temperature and faster heat rise]], whereas in interior applications such as office buildings, factories and residential, the fire endurance is based upon experiences gained from burning wood. The interior fire time/temperature curve is referred to as "ETK" (Einheitstemperaturzeitkurve = standard time/temperature curve)<ref>[http://www.bauwerk-verlag.de/baulexikon/index.shtml?EINHEITS-TEMPERATUR-KURVE.HTM]</ref> or the "building elements" curve, whereas the high temperature variety is called the [[hydrocarbon]] curve as it is based on burning [[oil]] and [[gas]] products, which burn hotter and faster. The most severe fire exposure test is the British "jetfire" test,<ref>{{cite web |url=http://www.sintef.no/content/page1____4857.aspx |title=Archived copy |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080514065111/http://www.sintef.no/content/page1____4857.aspx |archive-date=2008-05-14 }}</ref> which has been used to some extent in the [[UK]] and [[Norway]] but is not typically found in common regulations.
Each of these test procedures have very similar fire endurance regimes and heat transfer limitations. Differences include the hose-stream tests, which are unique to Canada and the United States, whereas Germany includes an [[impact (mechanics)|impact]] test during the fire for firewalls. Germany is unique in including heat induced expansion and collapse of ferrous cable trays into account for firestops resulting in the favouring of firestop mortars which tend to hold the penetrating cable tray in place, whereas firestops made of rockwool and elastomeric toppings have been demonstrated in testing by Otto Graf institute to be torn open and rendered inoperable when the cable tray expands, pushes in and then collapses.<ref>{{cite web |url=http://www.mpa.uni-stuttgart.de/organisation/fb_1/fb_1.html |title=Fachbereich 1 Baustoffe und Brandschutz |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080526004936/http://www.mpa.uni-stuttgart.de/organisation/fb_1/fb_1.html |archive-date=2008-05-26 }}</ref>


In exterior applications for the offshore and the [[petroleum]] sectors, the fire endurance testing uses a [[:File:Din iso astm ul curves.jpg|higher temperature and faster heat rise]], whereas in interior applications such as office buildings, factories and residential, the fire endurance is based upon experiences gained from burning wood. The interior fire time/temperature curve is referred to as "ETK" (Einheitstemperaturzeitkurve = standard time/temperature curve)<ref>{{cite web | url=http://www.bauwerk-verlag.de/baulexikon/index.shtml?EINHEITS-TEMPERATUR-KURVE.HTM | title=Bauwesen - Beuth.de }}</ref> or the "building elements" curve, whereas the high temperature variety is called the [[hydrocarbon]] curve as it is based on burning [[oil]] and [[gas]] products, which burn hotter and faster. The most severe fire exposure test is the British "jetfire" test,<ref>{{cite web |url=http://www.sintef.no/content/page1____4857.aspx |title=Jet Fire Research at SINTEF NBL - SINTEF |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080514065111/http://www.sintef.no/content/page1____4857.aspx |archive-date=2008-05-14 }}</ref> which has been used to some extent in the UK and [[Norway]] but is not typically found in common regulations.
Typically, during the construction of buildings, fire protective systems must conform to the requirements of building code that was in effect on the day that the building permit was applied for.<ref>{{Cite web|title = Building Code Acceptable Solutions and Verification Methods|url = http://www.dbh.govt.nz/building-code-compliance-documents|access-date = 2015-09-25|publisher = Ministry of Business, Innovation and Employment}}</ref> Enforcement for compliance with building codes is typically the responsibility of municipal building departments.<ref>{{cite web |url=http://www.miamidade.gov/buildingcode/ |title=Archived copy |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080116230209/http://www.miamidade.gov/buildingcode/ |archive-date=2008-01-16 }}</ref> Once construction is complete, the building must maintain its design basis by remaining in compliance with the current fire code, which is enforced by the fire prevention officers of the municipal fire department.<ref>[http://www.montgomerycountymd.gov/firtmpl.asp?url=/content/firerescue/firecode/index.asp] {{webarchive|url=https://web.archive.org/web/20080605143048/http://www.montgomerycountymd.gov/firtmpl.asp?url=%2Fcontent%2Ffirerescue%2Ffirecode%2Findex.asp |date=2008-06-05 }}</ref> An up-to-date fire protection plan,<ref>{{Cite web|title = NRC: 10 CFR 50.48 Fire protection.|url = https://www.nrc.gov/reading-rm/doc-collections/cfr/part050/part050-0048.html|website = www.nrc.gov|access-date = 2015-09-25}}</ref> containing a complete inventory and maintenance details of all fire protection components, including firestops, fireproofing, fire sprinklers, fire detectors, fire alarm systems, fire extinguishers, etc. are sometimes a requirement for demonstration of compliance with applicable laws and regulations.


Typically, during the construction of buildings, fire protective systems must conform to the requirements of building code that was in effect on the day that the building permit was applied for.<ref>{{Cite web|title = Building Code Acceptable Solutions and Verification Methods|url = http://www.dbh.govt.nz/building-code-compliance-documents|access-date = 2015-09-25|publisher = Ministry of Business, Innovation and Employment}}</ref> Enforcement for compliance with building codes is typically the responsibility of municipal building departments.<ref>{{cite web |url=http://www.miamidade.gov/buildingcode/ |title=Miami-Dade County - Building Code Compliance Office |access-date=2008-01-15 |url-status=dead |archive-url=https://web.archive.org/web/20080116230209/http://www.miamidade.gov/buildingcode/ |archive-date=2008-01-16 }}</ref> Once construction is complete, the building must maintain its design basis by remaining in compliance with the current fire code, which is enforced by the fire prevention officers of the municipal fire department.<ref>{{cite web |url=http://www.montgomerycountymd.gov/firtmpl.asp?url=/content/firerescue/firecode/index.asp |title= MCFRS-Fire Code|website=www.montgomerycountymd.gov |archive-url=https://web.archive.org/web/20080605143048/http://www.montgomerycountymd.gov/firtmpl.asp?url=%2Fcontent%2Ffirerescue%2Ffirecode%2Findex.asp |archive-date=2008-06-05}}</ref> An up-to-date fire protection plan,<ref>{{Cite web|title = NRC: 10 CFR 50.48 Fire protection.|url = https://www.nrc.gov/reading-rm/doc-collections/cfr/part050/part050-0048.html|website = www.nrc.gov|access-date = 2015-09-25}}</ref> containing a complete inventory and maintenance details of all fire protection components, including firestops, fireproofing, fire sprinklers, fire detectors, fire alarm systems, fire extinguishers, etc. are sometimes a requirement for demonstration of compliance with applicable laws and regulations.
== Prescriptive versus Listed==


== Prescriptive versus listed==
Prescriptive systems have been tested and verified by governmental authorities including DIBt,<ref name=":0">{{Cite web|title = DIBt – Deutsches Institut für Bautechnik|url = http://www.dibt.de|website = www.dibt.de|access-date = 2015-09-25}}</ref> the British Standards Institute (BSI) and the National Research Council's Institute for Research in Construction.<ref>{{cite web |url=http://irc.nrc-cnrc.gc.ca/index_e.html |title=Archived copy |access-date=2007-09-16 |url-status=dead |archive-url=https://web.archive.org/web/20070913193141/http://irc.nrc-cnrc.gc.ca/index_e.html |archive-date=2007-09-13 }}</ref> These organisations publish wall and floor assembly details in codes and standards that are used with generic standardised components to achieve the quantified fire-resistance ratings. Germany and the UK publish prescriptive systems in standards such as DIN4102 Part 4 (Germany)<ref>{{cite web|url=http://www.nabau.din.de/cmd?artid=2243751&contextid=nabau&bcrumblevel=1&subcommitteeid=54751683&level=tpl-art-detailansicht&committeeid=54738847&languageid=de|title=NABau|work=din.de}}</ref> and BS476 (United Kingdom).


Prescriptive systems have been tested and verified by governmental authorities including DIBt,<ref name=":0">{{Cite web|title = DIBt – Deutsches Institut für Bautechnik|url = http://www.dibt.de|website = www.dibt.de|access-date = 2015-09-25}}</ref> the British Standards Institute (BSI) and the National Research Council's Institute for Research in Construction.<ref>{{cite web |url=http://irc.nrc-cnrc.gc.ca/index_e.html |title=Institute for Research in Construction - NRC-IRC |access-date=2007-09-16 |url-status=dead |archive-url=https://web.archive.org/web/20070913193141/http://irc.nrc-cnrc.gc.ca/index_e.html |archive-date=2007-09-13 }}</ref> These organisations publish wall and floor assembly details in codes and standards that are used with generic standardised components to achieve the quantified fire-resistance ratings. Germany and the UK publish prescriptive systems in standards such as DIN4102 Part 4 (Germany)<ref>{{cite web|url=http://www.nabau.din.de/cmd?artid=2243751&contextid=nabau&bcrumblevel=1&subcommitteeid=54751683&level=tpl-art-detailansicht&committeeid=54738847&languageid=de|title=NABau|work=din.de}}</ref> and BS476 (United Kingdom).
Listed systems are certified by testing in which the installed configuration must comply with the tolerances and materials set out in the certification listing. The United Kingdom is an exception to this as certification is required but not testing{{cn|date=November 2021}}.

Listed systems are certified by testing in which the installed configuration must comply with the tolerances and materials set out in the certification listing. The United Kingdom is an exception to this as certification is required but not testing{{citation needed|date=November 2021}}.


== Countries with optional certification ==
== Countries with optional certification ==
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== See also ==
== See also ==
* [[Pressurisation ductwork]]
* [[Smoke exhaust ductwork]]
* [[Combustibility and flammability]]
* [[Combustibility and flammability]]
* [[Mortar (firestop)]]
* [[Firestop pillow]]
* [[Drywall]]
* [[Drywall]]
* [[Fire protection engineering]]
* [[Fire protection engineering]]
* [[Fire-resistance rating]]
* [[Fire-resistance rating]]
* [[Firestop pillow]]
* [[Mortar (firestop)]]
* [[Pressurisation ductwork]]
* [[Smoke exhaust ductwork]]


== References ==
== References ==
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== External links ==
== External links ==
{{Commons category|Passive_fire_protection|Passive fire protection}}
{{Commons category|Passive_fire_protection|Passive fire protection}}
* [http://www.asfp.org.uk/ Association for Specialist Fire Protection]
* [https://eapfp.com/ European Association for Passive Fire Protection]
* [http://www.csiro.au/multimedia/Burning-house-trial.html Burning down the house (a trial by fire)]
* [http://www.eapfp.com/ European Association for Passive Fire Protection]
* [https://web.archive.org/web/20090203190938/http://ceu.construction.com/crs.php?L=132&C=419 AIA Approved Fire Rated Glass & Glazing Course]
* [http://www.gba-brandschutz.de/ Gütegemeinschaft Brandschutz im Ausbau (German PFP Association)]
* [http://pfpf.org/ Passive Fire Protection Federation (PFPF)]
** [http://pfpf.org/pfpf_definition.htm PFPF definition of passive fire protection]
* [http://www.firestop.org/ International Firestop Council]
* [http://www.firestop.org/ International Firestop Council]
* [http://www.fcia.org/ Firestop Contractors International Association]
* [https://www.fcia.org/ Firestop Contractors International Association]
* [https://web.archive.org/web/20190603034232/http://www.safety-procedures.com.au/ Fire Protection Safety Procedures]
* [https://web.archive.org/web/20190603034232/http://www.safety-procedures.com.au/ Fire Protection Safety Procedures]
* [http://www.hse.gov.uk/comah/sragtech/techmeasfire.htm Treatise on Active and Passive Fire Protection from UK Government]
* [http://www.hse.gov.uk/comah/sragtech/techmeasfire.htm Treatise on Active and Passive Fire Protection from UK Government]

Revision as of 16:32, 2 March 2024

Fire-resistance rated wall assembly with fire door, cable tray penetration and intumescent cable coating

Passive fire protection (PFP) is components or systems of a building or structure that slows or impedes the spread of the effects of fire or smoke without system activation, and usually without movement.[1] Examples of passive systems include floor-ceilings and roofs, fire doors, windows, and wall assemblies, fire-resistant coatings, and other fire and smoke control assemblies. Passive fire protection systems can include active components such as fire dampers.

Main characteristics

Passive fire protection systems are intended to:

  • Contain a fire to the compartment of fire origin
  • Slow a fire from spreading from the compartment of fire origin
  • Slow the heating of structural members
  • Prevent the spread of fire through intentional openings (e.g., doors, HVAC ducts) in fire rated assemblies by the use of a fire rated closure (e.g., fire door, fire damper)
  • Prevent the spread of fire through penetrations (e.g., holes in fire walls through which building systems such as plumbing pipes or electrical cables pass) in fire rated assemblies by the use of fire stops

PFP systems are designed to "prevent" the spread of fire and smoke, or heating of structural members, for an intended limited period of time as determined by the local building code and fire codes. Passive fire protection measures such as firestops, fire walls, and fire doors, are tested to determine the fire-resistance rating of the final assembly, which is usually expressed in terms of hours of fire resistance (e.g., ⅓, ¾, 1, 1½, 2, 3, 4 hour). A certification listing provides the limitations of the rating.

Passive fire protection systems typically do not require motion. Exceptions are fire dampers (fire-resistive closures within air ducts, excluding grease ducts) and fire door closers, which move, open and shut in order to work, as well as all intumescent products which swell in order to provide adequate material thickness and fill gaps. The simplicity of PFP systems usually results in higher reliability as compared to active fire protection systems such as sprinkler systems which require several operational components for proper functioning.

PFP in a building perform as a group of systems within systems. For example, an installed firestop system is part of a fire-resistance rated wall system or floor system, which is in turn a part of a fire compartment which forms an integral part of the overall building which operates as a system.

Different types of materials are employed in the design and construction of PFP systems. Endothermic materials absorb heat, including calcium silicate board, concrete and gypsum wallboard. For example, water can boil out of a concrete slab when heated. The chemically bound water inside these materials sublimates when heated. PFP measures also include intumescents and ablative materials. Materials themselves are not fire resistance rated. They must be organised into systems which bear a fire resistance rating when installed in accordance with certification listings (e.g., DIN 4102 Part 4).

There are mainly two types of materials that provide structural fire resistance: intumescent and vermiculite. Vermiculite materials cover the structural steel members in a relatively thick layer. Because of the porous nature of vermiculite, its use is not advisable if there is the possibility of water exposure. Steel corrosion is also difficult to monitor. Intumescent fireproofing is a layer of a material which is applied like paint on the structural steel members. The thickness of this intumescent coating is dependent on the steel section used. Intumescent coatings are applied in a relatively low thickness (usually 350- to 700-micrometer), have a more aesthetic smooth finish, and help prevent corrosion.

PFP system performance is typically demonstrated in fire tests. A typical test objective for fire rated assemblies is to maintain the item or the side to be protected at or below either 140 °C (for walls, floors and electrical circuits required to have a fire-resistance rating). A typical test objective (e.g., ASTM E119) for fire rated structural protection is to limit the temperature of the structural element (e.g., beam, column) to ca. 538 °C, at which point the yield strength of the structural element has been sufficiently reduced that structural building collapse may occur. Typical test standards for walls and floors are BS 476: Part 22: 1987, BS EN 1364-1: 1999 & BS EN 1364-2: 1999 or ASTM E119.[2] Smaller components such as fire dampers, fire doors, etc., follow suit in the main intentions of the basic standard for walls and floors. Fire testing involves live fire exposures upwards of 1100 °C, depending on the fire-resistance rating and duration one is after. Test objectives other than fire exposures are sometimes included such as hose stream impact to determine the survivability of the system under realistic conditions.

Examples

This I beam has a fireproofing material sprayed onto it as a form of passive fire protection.
  • Fire-resistance rated walls
  • Firewalls not only have a rating, but are also designed to sub-divide buildings such that if collapse occurs on one side, this will not affect the other side. They can also be used to eliminate the need for sprinklers, as a trade-off.
  • Fire-resistant glass using multi-layer intumescent technology or wire mesh embedded within the glass may be used in the fabrication of fire-resistance rated windows in walls or fire doors.
  • Fire-resistance rated floors
  • Occupancy separations (barriers designated as occupancy separations are intended to segregate parts of buildings, where different uses are on each side; for instance, apartments on one side and stores on the other side of the occupancy separation).
  • Closures (fire dampers) Sometimes firestops are treated in building codes identically to closures. Canada de-rates closures, where, for instance a 2-hour closure is acceptable for use in a 3-hour fire separation, so long as the fire separation is not an occupancy separation or firewall. The lowered rating is then referred to as a fire protection rating, both for firestops, unless they contain plastic pipes and regular closures.
  • Firestops
  • Grease ducts (These refer to ducts that lead from commercial cooking equipment such as ranges, deep fryers and double-decker and conveyor-equipped pizza ovens to grease duct fans.) In North America, grease ducts are made of minimum 16 gauge (1.6 mm) sheet metal, all welded, and certified openings for cleaning, whereby the ducting is either inherently manufactured to have a specific fire-resistance rating, OR it is ordinary 16 gauge ductwork with an exterior layer of purpose-made and certified fireproofing. Either way, North American grease ducts must comply with NFPA96 requirements.
  • Cable coating (application of fire retardants, which are either endothermic or intumescent, to reduce flamespread and smoke development of combustible cable-jacketing)
  • Spray fireproofing (application of intumescent or endothermic paints, or fibrous or cementitious plasters to keep substrates such as structural steel, electrical or mechanical services, valves, liquefied petroleum gas (LPG) vessels, vessel skirts, bulkheads or decks below either 140 °C for electrical items or ca. 500 °C for structural steel elements to maintain operability of the item to be protected)
  • Fireproofing cladding (boards used for the same purpose and in the same applications as spray fireproofing) Materials for such cladding include perlite, vermiculite, calcium silicate, gypsum, intumescent epoxy, Durasteel (cellulose-fibre reinforced concrete and punched sheet-metal bonded composite panels), MicroTherm
  • Enclosures (boxes or wraps made of fireproofing materials, including fire-resistive wraps and tapes to protect speciality valves and other items deemed to require protection against fire and heat—an analogy for this would be a safe) or the provision of circuit integrity measures to keep electrical cables operational during an accidental fire.

Regulations

Examples of testing that underlies certification listing:

Each of these test procedures have very similar fire endurance regimes and heat transfer limitations. Differences include the hose-stream tests, which are unique to Canada and the United States, whereas Germany includes an impact test during the fire for firewalls. Germany is unique in including heat induced expansion and collapse of ferrous cable trays into account for firestops resulting in the favouring of firestop mortars which tend to hold the penetrating cable tray in place, whereas firestops made of rockwool and elastomeric toppings have been demonstrated in testing by Otto Graf institute to be torn open and rendered inoperable when the cable tray expands, pushes in and then collapses.[3]

In exterior applications for the offshore and the petroleum sectors, the fire endurance testing uses a higher temperature and faster heat rise, whereas in interior applications such as office buildings, factories and residential, the fire endurance is based upon experiences gained from burning wood. The interior fire time/temperature curve is referred to as "ETK" (Einheitstemperaturzeitkurve = standard time/temperature curve)[4] or the "building elements" curve, whereas the high temperature variety is called the hydrocarbon curve as it is based on burning oil and gas products, which burn hotter and faster. The most severe fire exposure test is the British "jetfire" test,[5] which has been used to some extent in the UK and Norway but is not typically found in common regulations.

Typically, during the construction of buildings, fire protective systems must conform to the requirements of building code that was in effect on the day that the building permit was applied for.[6] Enforcement for compliance with building codes is typically the responsibility of municipal building departments.[7] Once construction is complete, the building must maintain its design basis by remaining in compliance with the current fire code, which is enforced by the fire prevention officers of the municipal fire department.[8] An up-to-date fire protection plan,[9] containing a complete inventory and maintenance details of all fire protection components, including firestops, fireproofing, fire sprinklers, fire detectors, fire alarm systems, fire extinguishers, etc. are sometimes a requirement for demonstration of compliance with applicable laws and regulations.

Prescriptive versus listed

Prescriptive systems have been tested and verified by governmental authorities including DIBt,[10] the British Standards Institute (BSI) and the National Research Council's Institute for Research in Construction.[11] These organisations publish wall and floor assembly details in codes and standards that are used with generic standardised components to achieve the quantified fire-resistance ratings. Germany and the UK publish prescriptive systems in standards such as DIN4102 Part 4 (Germany)[12] and BS476 (United Kingdom).

Listed systems are certified by testing in which the installed configuration must comply with the tolerances and materials set out in the certification listing. The United Kingdom is an exception to this as certification is required but not testing[citation needed].

Countries with optional certification

Fire tests in the UK are reported in the form of test results but building authorities do not require written proof that the materials that have been installed on site are actually identical to the materials and products that were used in the test. The test report is often interpreted by engineers as the test results are not communicated in uniformly structured listings. In the UK, and other countries which do not require certification, the proof that the manufacturer has not substituted other materials apart from those used in the original testing is based on trust in the manufacturer.

See also

References

  1. ^ NFPA 3 Standard for Commissioning of Fire Protection and Life Safety Systems, 2018, 3.3.20.5
  2. ^ "ASTM E119 – 15 Standard Test Methods for Fire Tests of Building Construction and Materials". www.astm.org. Retrieved 2015-09-25.
  3. ^ "Fachbereich 1 Baustoffe und Brandschutz". Archived from the original on 2008-05-26. Retrieved 2008-01-15.
  4. ^ "Bauwesen - Beuth.de".
  5. ^ "Jet Fire Research at SINTEF NBL - SINTEF". Archived from the original on 2008-05-14. Retrieved 2008-01-15.
  6. ^ "Building Code Acceptable Solutions and Verification Methods". Ministry of Business, Innovation and Employment. Retrieved 2015-09-25.
  7. ^ "Miami-Dade County - Building Code Compliance Office". Archived from the original on 2008-01-16. Retrieved 2008-01-15.
  8. ^ "MCFRS-Fire Code". www.montgomerycountymd.gov. Archived from the original on 2008-06-05.
  9. ^ "NRC: 10 CFR 50.48 Fire protection". www.nrc.gov. Retrieved 2015-09-25.
  10. ^ "DIBt – Deutsches Institut für Bautechnik". www.dibt.de. Retrieved 2015-09-25.
  11. ^ "Institute for Research in Construction - NRC-IRC". Archived from the original on 2007-09-13. Retrieved 2007-09-16.
  12. ^ "NABau". din.de.