ENV 13381-3:2002
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members
07-03-2023
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) 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 |
Standards | Relationship |
I.S. ENV 13381-3:2002 | Identical |
UNE-ENV 13381-3:2004 | Identical |
DD ENV 13381-3:2002 | Identical |
NBN ENV 13381-3 : 2002 | Identical |
NEN NVN ENV 13381-3 : 2003 | Identical |
SN ENV 13381-3 : 2002 | Identical |
UNI ENV 13381-3 : 2002 | Identical |
PN ENV 13381-3 : 2004 | Identical |
DIN V ENV 13381-3:2003-09 | Identical |
XP ENV 13381-3 : 2002 XP | Identical |
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 |
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 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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