ENV 13381-6:2002
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns
03-07-2023
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 of the test construction
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
Bibliography
This Part of this European Prestandard specifies a test method for determining the contribu-tion of fire protection systems to the fire resistance of structural concrete filled hollow steel columns. The concrete can be lightweight, normal-weight or heavy-weight concrete and of strength classes 20/25 (LC/C/HC) to 50/60 (LC/C/HC).The method is applicable to all fire protection systems used for the protection of such structural columns and includes sprayed fire protection, coatings, cladding protection systems and multi-layer or composite fire protection materials. The test method and its assessment procedure is designed to permit direct application of the results to cover a range of thicknesses of the applied fire protection material. The test method is only applicable to fire protection systems which are fixed directly to the structural column. Fire protection systems where the fire protection material is not attached directly to the composite column, leading to a continuous cavity between the column and the fire protection material of size greater than 5 mm are the subject of prENV 13381-2.This European Prestandard contains the fire test which specifies the tests which should be carried out to determine the ability of the fire protection system to remain coherent and fixed to the composite column and to provide data on the temperatures of the outer steel surface of the composite column, when exposed to the standard time/temperature curve according to the procedures defined herein.In special circumstances, where specified in national building regulations, there can be a need to subject reactive protection material to a smouldering curve. The test for this and the special circumstances for its use are detailed in annex A.This exposure, applicable to reactive fire protection materials, is used only in special circumstances, where specified in the national building regulations of a member state of the European Union, and is not intended to be ma
Committee |
CEN/TC 127
|
DocumentType |
Standard Recommendation
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Withdrawn
|
SupersededBy |
Standards | Relationship |
PN ENV 13381-6 : 2004 | Identical |
UNE-ENV 13381-6:2004 | Identical |
UNI ENV 13381-6 : 2002 | Identical |
SN ENV 13381-6 : 2002 | Identical |
NBN ENV 13381-6 : 2002 | Identical |
I.S. ENV 13381-6:2002 | Identical |
DD ENV 13381-6:2002 | Identical |
NEN NVN ENV 13381-6 : 2002 | Identical |
XP ENV 13381-6 : 2002 XP | Identical |
DIN V ENV 13381-6:2003-09 | Identical |
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 |
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 |
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 |
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 |
PD CEN/TR 14819-1:2004 | Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Funicular railways in tunnels |
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) |
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 1994-1-2 : 94 AC 95 | EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN |
EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
ENV 1994-1-1 : 1992 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - GENERAL RULES FOR BUILDINGS |
EN ISO 13943:2017 | Fire safety - Vocabulary (ISO 13943:2017) |
EN 1363-1:2012 | Fire resistance tests - Part 1: General Requirements |
EN 1365-4:1999 | Fire resistance tests for loadbearing elements - Part 4: Columns |
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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