SIST EN 1991-1-2:2004
(Main)Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire
Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire
Assessment of actions to be used in the structural design of buildings and civil engineering works where they are required to give adequate performance in fire exposure.
Eurocode 1 Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf Tragwerke- Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf Tragwerke
Die in diesem Teil 1-2 von EN 1991 angegebenen Verfahren sind auf Gebäude mit Brandlasten
entsprechend der Gebäudeart und Gebäudenutzung anwendbar.
(2) Dieser Teil 1-2 von EN 1991 behandelt die thermischen und mechanischen Einwirkungen auf Tragwerke
unter Brandbeanspruchung. Er ist vorgesehen in Verbindung mit den Brandschutzteilen der prEN 1992 bis
prEN 1996 und prEN 1999, die die Regeln für die Bemessung von Tragwerken auf ihre Tragfähigkeit im
Brandfall enthalten, angewendet zu werden.
(3) Dieser Teil 1-2 von EN 1991 enthält nominelle und aus der Physik abgeleitete thermische Einwirkungen.
Die Anhänge enthalten zusätzliche Angaben zu Daten und physikalischen Modellen für thermische
Einwirkungen.
(4) Dieser Teil 1-2 von EN 1991 gibt verbindliche und nicht verbindliche Regeln für thermische und
mechanische Einwirkungen, die zusammen mit EN 1990, EN 1991-1-1, EN 1991-1-3 und EN 1991-1-4
anzuwenden sind.
(5) Die Bestimmung des Schadens an einem Gebäude nach einem Brand wird in diesem Dokument nicht
behandelt.
Eurocode 1: Actions sur les structures au feu - Partie 1-2: Actions générales - Actions sur les structures exposées
(1) Les méthodes indiquées dans la présente partie 1-2 de l'EN 1991 sont applicables aux bâtiments, en prenant en compte une charge calorifique liée au bâtiment et à son occupation.
(2) La présente partie 1-2 de l'EN 1991 traite des actions thermiques et mécaniques sur les structures exposées au feu. Elle est destinée à être utilisée en association avec les parties relatives au calcul au feu des EN 1992 à 1996 et de l'EN 1999, qui fixent les règles de calcul de résistance au feu des structures.
(3) La présente partie 1-2 de l'EN 1991 comporte les actions thermiques liées aux actions thermiques nominales et physiques. Les annexes présentent des données supplémentaires et des modèles pour des actions thermiques physiquement fondées.
(4) La présente partie 1-2 de l'EN 1991 présente les principes généraux et les règles d'application liées aux actions thermiques et mécaniques à utiliser en association avec l'EN 1990, l'EN 1991-1-1, l'EN 1991-1-3 et l'EN 1991-1-4.
(5) L'évaluation des dommages subis par une structure après un incendie n'est pas traitée dans le présent document.
Evrokod 1: Vplivi na konstrukcije - 1-2. del: Splošni vplivi – Vplivi požara na konstrukcije
(1) Metode, navedene v tem 1-2. delu EN 1991, se uporabljajo za stavbe in se nanašajo na požarno obtežbo v povezavi s stavbo in uporabniki (namembnostjo).
(2) Ta 1-2. del EN 1991 obravnava toplotne in mehanske vplive na konstrukcijo, izpostavljeno požaru. Namenjen je uporabi skupaj z deli standarda EN 1992 do EN 1996 in EN 1999 za požarno projektiranje, v katerih so navedena pravila za projektiranje konstrukcij z zahtevano požarno odpornostjo.
(3) Ta 1-2. del EN 1991 obravnava toplotne vplive, odvisne od nazivno in fizikalno določenih toplotnih učinkov. Več podatkov in modelov fizikalnega določanja toplotnih vplivov je navedenih v dodatkih.
(4) Ta 1-2. del EN 1991 razlaga splošna načela in pravila o uporabi v povezavi s toplotnimi in mehanskimi vplivi, ki naj se uporabijo v povezavi z EN 1990, EN 1991-1-1, EN 1991-1-3 in EN 1991-1-4.
(5) Ta dokument ne obsega ocene poškodbe konstrukcije po požaru.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fireEvrokod 1: Vplivi na konstrukcije - 1-2. del: Splošni vplivi – Vplivi požara na konstrukcijeEurocode 1: Actions sur les structures au feu - Partie 1-2: Actions générales - Actions sur les structures exposéesEurocode 1 Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf Tragwerke- Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf TragwerkeTa slovenski standard je istoveten z:EN 1991-1-2:2002SIST EN 1991-1-2:2004en91.010.30Technical aspects13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:SIST ENV 1992-1-2:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1991-1-2:200401-september-2004
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1991-1-2November 2002ICS 13.220.50; 91.010.30Supersedes ENV 1991-2-2:1995English versionEurocode 1: Actions on structures - Part 1-2: General actions -Actions on structures exposed to fireEurocode 1: Actions sur les structures au feu - Partie 1-2:Actions générales - Actions sur les structures exposéesEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2:Allgemeine Einwirkungen - Brandeinwirkungen aufTragwerkeThis European Standard was approved by CEN on 1 September 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1991-1-2:2002 E
(informative)
Parametric temperature-time curves.30Annex B
(informative)
Thermal actions for external members - Simplified calculationmethod.33B.1Scope.33B.2Conditions of use.33
(informative)
Localised fires.41Annex D
(informative)
Advanced fire models.44D.1One-zone models.44D.2Two-zone models.45D.3Computational fluid dynamic models.45Annex E
(informative)
Fire load densities.46E.1General.46E.2Determination of fire load densities.47E.2.1General.47E.2.2Definitions.47E.2.3Protected fire loads.48E.2.4Net calorific values.48E.2.5Fire load classification of occupancies.50E.2.6Individual assessment of fire load densities.50E.3Combustion behaviour.50E.4Rate of heat release Q.51Annex F
(informative)
Equivalent time of fire exposure.53Annex G
(informative)
Configuration factor.55G.1General.55G.2Shadow effects.56G.3External members.56Bibliography.59
1Agreement between the Commission of the European Communities and the European Committee for Standardisation (CEN)concerning the work on EUROCODES for the design of building and civil engineering works (BC/CEN/03/89).
2According to Art. 3.3 of the CPD, the essential requirements (ERs) shall be given concrete form in interpretative documents forthe creation of the necessary links between the essential requirements and the mandates for harmonised ENs and ETAGs/ETAs.3According to Art. 12 of the CPD the interpretative documents shall:a)give concrete form to the essential requirements by harmonising the terminology and the technical bases and indicatingclasses or levels for each requirement where necessary;b)indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods ofcalculation and of proof, technical rules for project design, etc.;c)serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals.The Eurocodes, de facto, play a similar role in the field of the ER 1 and a part of ER 2.
4See Art.3.3 and Art.12 of the CPD, as well as 4.2, 4.3.1, 4.3.2 and 5.2 of ID N°1.
5See 2.2, 3.2(4) and 4.2.3.3 of ID N°2.
of one enclosure surfacebjthermal absorptivity of one enclosure surface jcspecific heatdeqgeometrical characteristic of an external structural element (diameter or side)dfflame thicknessdicross-sectional dimension of member face igthe gravitational accelerationheqweighted average of window heights on all walls ÷÷øöççèæ÷÷øöççèæ=åviii,veq/)(AhAhhiheight of window ihheat flux to unit surface areahnetnet heat flux to unit surface areahnet,cnet heat flux to unit surface area due to convectionhnet,rnet heat flux to unit surface area due to radiationhtottotal heat flux to unit surface areahiheat flux to unit surface area due to fire ikcorrection factorkbconversion factorkccorrection factormmass, combustion factormmass rateinmrate of gas mass coming in through the openingsoutmrate of gas mass going out through the openingsfimrate of pyrolysis products generatedqffire load per unit area related to the floor area Afqf,ddesign fire load density related to the floor area Afqf,kcharacteristic fire load density related to the surface area Afqtfire load per unit area related to the surface area At
Q [°C] = T [K] - 273Qcr,ddesign value of the critical material temperature [°C]Qddesign value of material temperature [°C]Qggas temperature in the fire compartment, or near the member [°C]Qmtemperature of the member surface [°C]Qmaxmaximum temperature [°C]Qreffective radiation temperature of the fire environment [°C]W(Af × qf,d) / (Av × At)1/2Yiprotected fire load factorGreek lower case lettersaccoefficient of heat transfer by convectionaharea of horizontal openings related to the floor areaavarea of vertical openings related to the floor areadnifactor accounting for the existence of a specific fire fighting measure idq1factor taking into account the fire activation risk due to the size of the compartmentdq2factor taking into account the fire activation risk due to the type of occupancyemsurface emissivity of the memberefemissivity of flames, of the firehfireduction factorhfi,tload level for fire designlthermal conductivityrdensityrginternal gas densityStephan Boltzmann constant (= 5,67 × 10-8 [W/m2K4])tFfree burning fire duration (assumed to be 1 200 [s])y0combination factor for the characteristic value of a variable actiony1combination factor for the frequent value of a variable actiony2combination factor for the quasi-permanent value of a variable action
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