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ENV 13381-2:2002

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

View Superseded by
withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes
Withdrawn date

07-03-2023

Published date

10-07-2002

Foreword
1 Scope
2 Normative references
3 Terms and definitions, symbols and units
4 Test equipment
5 Test conditions
6 Test specimens
7 Installation of the test construction
8 Conditioning
9 Application of instrumentation
10 Test Procedure
11 Test results
12 Test report
13 Assessment
14 Report of the assessment
15 Limits of applicability of the results of the
   assessment
Annex A (normative) Measurement of properties of vertical
        protective membranes and components
Bibliography

This part of this European Prestandard specifies a test method for determining the ability of a vertical protective membrane, when used as a fire resistant barrier, to contribute to the fire resistance of loadbearing vertical structural building members fabricated from steel, concrete, steel / concrete composites or timber. The method described is applicable to any type of vertical protective membrane, which can be associated with a separate bracing membrane.The vertical protective membrane can be separate from the structural building member and be self-supporting or can be attached to the structural building member and can form part of any load bearing structure. This test method is applicable to vertical protective membranes where there is a separating gap of at least 5 mm size between the vertical protective membrane and the structural building member, otherwise alternative test methods prENV 13381-3, prENV 13381-4, prENV 13381-6 or prENV 13381-7 should be used as appropriateThis test method and assessment is not applicable to the following:a) all situations where the cavity behind the vertical protective membrane contains more than a specified amount of combustible materials, e.g. electrical cables and pipes, other than where timber structural members themselves are required;b)all situations where the cavity is to be used as a service or ventilation shaft;c)all situations where the vertical protective membrane acts as a bracing membrane.This European Prestandard contains the fire test which specifies the tests which should be carried out whereby the vertical protective membrane together with the structural member to be protected is exposed to the specified fire. The fire exposure, to the standard temperature/time curve given in EN 1363-1, is applied to the side which would be exposed in practice. The test method makes provision, through specified optional additional procedures, for the collection of data which can be used as direct

Committee
CEN/TC 127
DocumentType
Standard Recommendation
PublisherName
Comite Europeen de Normalisation
Status
Withdrawn
SupersededBy

DD CEN/TS 13381-1:2005 Test methods for determining the contribution to the fire resistance of structural members Horizontal protective membranes
DD ENV 13381-4:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to steel members
CEN/TR 14819-2:2005 Safety recommendations for cableway installations designed to carry persons - Prevention and fight against fire - Part 2: Other funicular railways and other installations
I.S. CEN TS 13381-1:2006 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 1: HORIZONTAL PROTECTIVE MEMBRANES
ENV 13381-4:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied protection to steel members
CEN/TR 14819-1:2004 Safety recommendations for cableway installations designed to carry persons - Prevention and fight against fire - Part 1: Funicular railways in tunnels
I.S. EN 1999-1-2:2007 EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-2: STRUCTURAL FIRE DESIGN (INCLUDING IRISH NATIONAL ANNEX)
UNE-EN 13501-2:2009 Fire classification of construction products and building elements - Part 2: Classification using data from fire resistance tests, excluding ventilation services
DIN EN 1993-1-2:2010-12 Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2009)
I.S. EN 1994-1-2:2005 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
DD ENV 13381-3:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete members
DIN EN 14509:2013-12 SELF-SUPPORTING DOUBLE SKIN METAL FACED INSULATING PANELS - FACTORY MADE PRODUCTS - SPECIFICATIONS
ENV 13381-6:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns
BS EN 1999-1-2:2007 Eurocode 9. Design of aluminium structures Structural fire design
DD ENV 13381-6:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete filled hollow steel columns
I.S. ENV 13381-6:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS
I.S. CEN TR 14819-2:2006 SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 2: OTHER FUNICULAR RAILWAYS AND OTHER INSTALLATIONS
I.S. CEN TR 14819-1:2004 SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 1: FUNICULAR RAILWAYS IN TUNNELS
PD CEN/TR 14819-2:2005 Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Other funicular railways and other installations
BS EN 14509:2013 Self-supporting double skin metal faced insulating panels. Factory made products. Specifications
UNI CEN/TS 13381-1 : 2006 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 1: HORIZONTAL PROTECTIVE MEMBRANES
I.S. EN 14509:2013 SELF-SUPPORTING DOUBLE SKIN METAL FACED INSULATING PANELS - FACTORY MADE PRODUCTS - SPECIFICATIONS
UNE-EN 14509:2014 Self-supporting double skin metal faced insulating panels - Factory made products - Specifications
EN 1993-1-2:2005/AC:2009 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
UNI EN 14509 : 2013 SELF-SUPPORTING DOUBLE SKIN METAL FACED INSULATING PANELS - FACTORY MADE PRODUCTS - SPECIFICATIONS
UNI EN 1994-1-2 : 2014 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
UNI EN 1993-1-2 : 2005 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
UNI EN 1999-1-2 : 2007 EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-2: STRUCTURAL FIRE DESIGN
ENV 13381-3:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members
DIN EN 1999-1-2:2010-12 Eurocode 9: Design of aluminium structures - Part 1-2: Structural fire design (includes Corrigendum AC:2009)
DIN EN 14509 E : 2013 SELF-SUPPORTING DOUBLE SKIN METAL FACED INSULATING PANELS - FACTORY MADE PRODUCTS - SPECIFICATIONS
DD ENV 13381-7:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to timber members
I.S. ENV 13381-4:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 4: APPLIED PROTECTION TO STEEL MEMBERS
I.S. ENV 13381-3:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 3: APPLIED PROTECTION TO CONCRETE MEMBERS
BS EN 1994-1-2 : 2005 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
EN 14509:2013 Self-supporting double skin metal faced insulating panels - Factory made products - Specifications
EN 1999-1-2:2007/AC:2009 EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-2: STRUCTURAL FIRE DESIGN
EN 1994-1-2:2005/A1:2014 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
I.S. ENV 13381-7:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 7: APPLIED PROTECTION TO TIMBER MEMBERS
UNE-EN 1993-1-2:2016 Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design
PD CEN/TR 14819-1:2004 Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Funicular railways in tunnels
05/30134009 DC : DRAFT MAY 2005 EN 15254-1 - EXTENDED APPLICATION OF RESULTS FROM FIRE RESISTANCE TESTS - NON-LOADBEARING WALLS - PART 1: GENERAL
ENV 13381-7:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 7: Applied protection to timber members
UNE-EN 1994-1-2:2016 Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design.
DIN EN 1994-1-2:2010-12 Eurocode 4: Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2008)
BS EN 1993-1-2:2005 Eurocode 3. Design of steel structures General rules - Structural fire design
CEN/TS 13381-1:2005 Test methods for determining the contribution to the fire resistance of structural members - Part 1: Horizontal protective membranes

ENV 1992-1-2 : DRAFT 95 COR 96 EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN
ISO 8421-2:1987 Fire protection — Vocabulary — Part 2: Structural fire protection
ENV 13381-4:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied protection to steel members
EN 10025:1990/A1:1993 HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS
ISO 13943:2017 Fire safety — Vocabulary
ENV 1994-1-2 : 94 AC 95 EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN
ENV 13381-3:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members
ENV 10080 : 1995 STEEL FOR THE REINFORCEMENT OF CONCRETE WELDABLE RIBBED REINFORCING STEEL B500 - TECHNICAL DELIVERY CONDITIONS FOR BARS, COILS AND WELDED FABRIC
EN ISO 13943:2017 Fire safety - Vocabulary (ISO 13943:2017)
EN 1363-1:2012 Fire resistance tests - Part 1: General Requirements
EN 206-1:2000/A2:2005 CONCRETE - PART 1: SPECIFICATION, PERFORMANCE, PRODUCTION AND CONFORMITY
ENV 13381-7:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 7: Applied protection to timber members
ENV 1993-1-2 : DRAFT 95 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
ENV 1995-1-2 : DRAFT 94 EUROCODE 5: DESIGN OF TIMBER STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
ENV 13381-6:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns

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