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ENV 13381-3:2002

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 structural members - Part 3: Applied protection to concrete members

Withdrawn date

03-07-2023

Published date

07-10-2002

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) Test method to the smouldering
        fire or slow heating curve
Annex B (normative) Measurement of properties of fire
        protection materials
Annex C (normative) Equivalent thickness of concrete
Bibliography

This part of this European Prestandard specifies a test method for determining the contribution of fire protection systems to the fire resistance of structural concrete members, for instance slabs, floors, roofs and walls and which can include integral beams and columns. The concrete can be lightweight, normalweight or heavyweight concrete and of strength classes 20/25 (LC/C/HC) to 50/60 (LC/C/HC). The member can contain steel reinforcing bars. The test method is applicable to all fire protection materials used for the protection of concrete members and includes sprayed materials, coatings, cladding protection systems and multi-layer or composite fire protection materials, when the gap between the fire protection material and the concrete member is less than 5 mm. Otherwise the test methods in prENV 13381-1 or prENV 13381-2, as appropriate, applyThis European Prestandard contains the fire test which specifies the tests which should be carried out to determine the ability of the fire protection material to remain coherent and fixed to the concrete and to provide data on the temperature distribution throughout the protected concrete member, when exposed to the standard temperature time curve. In special circumstances, where specified in national building regulations, there can be a need to subject the protection material to a smouldering curve. The test for this and the special circumstances for its use are detailed in annex A.The fire test methodology makes provision for the collection and presentation of data which can be used as direct input to the calculation of fire resistance of concrete members in accordance with the procedures given in ENV 1992-1-2.This European Prestandard also contains the assessment which prescribes how the analysis of the test data should be made and gives guidance to the procedures by which interpolation should be undertaken.The limits of applicability of the results of the assessment arising from the fire test ar

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

04/30124505 DC : 0 EN 15080-8 - EXTENDED APPLICATION OF RESULTS FROM FIRE RESISTANCE TESTS - PART 8: BEAMS
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
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
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
I.S. EN 1994-1-2:2005 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
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
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
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. 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
DD ENV 13381-2:2002 Test methods for determining the contribution to the fire resistance of structural members Vertical protective membranes
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
UNI EN 1994-1-2 : 2014 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
ENV 13381-2:2002 Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes
PD CEN/TR 14819-1:2004 Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Funicular railways in tunnels
I.S. ENV 13381-2:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES
BS EN 1994-1-2 : 2005 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - 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
DD CEN/TS 13381-1:2005 Test methods for determining the contribution to the fire resistance of structural members Horizontal protective membranes
05/30134009 DC : DRAFT MAY 2005 EN 15254-1 - EXTENDED APPLICATION OF RESULTS FROM FIRE RESISTANCE TESTS - NON-LOADBEARING WALLS - PART 1: GENERAL
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)
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 13381-2:2002 Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes
ISO 13943:2017 Fire safety — Vocabulary
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
EN 1363-2:1999 Fire resistance tests - Part 2: Alternative and additional procedures
ENV 1992-1-1 : DRAFT 91 COR 1992 EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS

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