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EN 13084-4:2005/AC:2006

Current
Current

The latest, up-to-date edition.

FREE-STANDING CHIMNEYS - PART 4: BRICK LINERS - DESIGN AND EXECUTION
Amendment of

EN 13084-4:2005

Published date

24-05-2006

Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
   3.1 Terms and definitions
   3.2 Symbols
4 Material
   4.1 General
   4.2 Brickwork
        4.2.1 General
        4.2.2 Thermal effects
        4.2.3 Classification and chemical attack
   4.3 Insulation
5 General design requirements
   5.1 General
   5.2 Minimum wall thickness
   5.3 Liner supports
   5.4 Openings
   5.5 Ventilation
   5.6 Protective coatings
   5.7 Accessories
        5.7.1 Joints
        5.7.2 Compensators
        5.7.3 Ducts and fans
6 Structural design
   6.1 Actions
        6.1.1 General
        6.1.2 Wind actions
        6.1.3 Seismic actions
        6.1.4 Thermal effects
        6.1.5 Internal pressure and explosions
   6.2 Resistances
   6.3 Verification
        6.3.1 Ultimate limit state
        6.3.2 Serviceability limit state
        6.3.3 Stress calculations in the ultimate limit state
        6.3.4 Elastic stability
7 Execution
   7.1 Imperfections
   7.2 Tolerances
8 Inspection and maintenance
   8.1 General
   8.2 Inspection aspects
        8.2.1 Brick liner
        8.2.2 Insulation
   8.3 Frequency
   8.4 Performance
Annex A (informative) Structural design of base supported
        liners
   A.1 General
   A.2 Elastic stability
        A.2.1 General
        A.2.2 Elastic stability of the uncracked tube
        A.2.3 Elastic stability of free standing vertical columns
        A.2.4 Elastic stability of a half tube
        A.2.5 Comparison of the three calculation methods and
               conclusions
Annex B (normative) Openings
Annex C (informative) Compensators
Annex D (informative) Dynamic effects
Annex E (normative) Strengthening - reinforced brickwork
   E.1 Steel bands, fitted outside the liner
        E.1.1 Stresses in the liner
        E.1.2 Plain steel bands
        E.1.3 Steel bands fitted with springs
   E.2 Reinforced brickwork
        E.2.1 General
        E.2.2 Dimensioning
        E.2.3 Materials
        E.2.4 Corrosion protection
        E.2.5 Execution
Annex F (informative) Thermal effects
Annex G (informative) Drying and start up
   G.1 New Liners
        G.1.1 General
        G.1.2 Externally insulated liners
        G.1.3 Uninsulated liners
   G.2 Old brick liners
Figures
Tables

Defines special requirements and performance criteria for the design and construction of lining systems made of brickwork for free-standing industrial chimneys.

Committee
TC 297
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

17/30339852 DC : 0 BS EN 1366-13 - FIRE RESISTANCE TESTS FOR SERVICE INSTALLATIONS - PART 13: CHIMNEYS
DIN EN 13084-2:2007-08 Free-standing chimneys - Part 2: Concrete chimneys
EN 13084-2:2007 Free-standing chimneys - Part 2: Concrete chimneys
EN 13084-5:2005/AC:2006 FREE-STANDING CHIMNEYS - PART 5: MATERIAL FOR BRICK LINERS - PRODUCT SPECIFICATIONS
BS EN 13084-5:2005 Free-standing chimneys Material for brick liners. Product specifications
I.S. EN 13084-2:2007 FREE-STANDING CHIMNEYS - PART 2: CONCRETE CHIMNEYS
DIN EN 13084-1:2007-05 Free-standing chimneys - Part 1: General requirements
I.S. EN 13084-1:2007 FREE-STANDING CHIMNEYS - PART 1: GENERAL REQUIREMENTS
DIN EN 13084-5:2005-12 Free-standing chimneys - Part 5: Material for brick liners - Product specifications
BS EN 13084-2:2007 Free-standing chimneys Concrete chimneys
UNI EN 13084-5 : 2005 FREE-STANDING CHIMNEYS - PART 5: MATERIAL FOR BRICK LINERS - PRODUCT SPECIFICATIONS
BS EN 13084-1:2007 Free-standing chimneys General requirements
EN 13084-1:2007 Free-standing chimneys - Part 1: General requirements

EN 13084-5:2005/AC:2006 FREE-STANDING CHIMNEYS - PART 5: MATERIAL FOR BRICK LINERS - PRODUCT SPECIFICATIONS
EN 1052-1:1998 Methods of test for masonry - Part 1: Determination of compressive strength
EN 13084-1:2007 Free-standing chimneys - Part 1: General requirements
EN 1052-2:2016/AC:2017 METHODS OF TEST FOR MASONRY - PART 2: DETERMINATION OF FLEXURAL STRENGTH

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