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ENV 13381-6:2002

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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 6: Applied protection to concrete filled hollow steel columns
Withdrawn date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 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

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
EN 1994-1-2:2005/A1:2014 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 206-1:2000/A2:2005 CONCRETE - PART 1: SPECIFICATION, PERFORMANCE, PRODUCTION AND CONFORMITY
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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