BS EN 12811-2:2004
Current
The latest, up-to-date edition.
Temporary works equipment Information on materials
Hardcopy , PDF
English
18-08-2004
1 Scope
2 Normative references
3 General
3.1 Selection of materials
3.2 Characteristic values
3.3 Inspection documents
3.4 Effects of fabrication
4 Steel
4.1 General
4.2 Dimensions, mass and tolerance
4.3 Fracture toughness
4.4 Steel grades in EN 10142
5 Cast iron
5.1 General
5.2 Prototype testing
5.3 Inspection document
6 Aluminium alloys
6.1 General
6.2 Dimensions, mass and tolerance
6.3 Heat affected zones
6.4 Inspection document
7 Timber and timber based materials
7.1 General
7.2 Solid timber and glued laminated timber
7.2.1 General
7.2.2 Characteristic values
7.2.3 Dimensions, mass and tolerance
7.3 Wood-based materials (plywood, particleboard,
fibreboard)
7.3.1 General
8 Protection against corrosion and deterioration
8.1 Ferrous metal products
8.2 Aluminium alloys
8.3 Plywood for scaffold decks
9 Welding
Annex A (informative) Information taken from other
material and design standards
Bibliography
Covers guidance on where to find information on materials often used in temporary works.
Committee |
B/514
|
DevelopmentNote |
Supersedes 01/104222 DC (09/2004)
|
DocumentType |
Standard
|
Pages |
22
|
PublisherName |
British Standards Institution
|
Status |
Current
|
Supersedes |
This European Standard provides guidance on where to find information on materials often used in temporary works. It draws attention to a number of points that a designer should take into account.
The information given is limited to commonly used steel, aluminium alloys, cast iron, timber and timber based materials.
Requirements are also given for welding, for limiting corrosion and other deterioration.
It is limited to the selection of types and grades of material from standards, which are either international or European Standards.
Standards | Relationship |
UNE-EN 12811-2:2005 | Identical |
NEN EN 12811-2 : 2004 | Identical |
EN 12811-2:2004 | Identical |
NS EN 12811-2 : 1ED 2004 | Identical |
NBN EN 12811-2 : 2004 | Identical |
SN EN 12811-2 : 2004 | Identical |
UNI EN 12811-2 : 2004 | Identical |
I.S. EN 12811-2:2004 | Identical |
NF EN 12811-2 : 2004 | Identical |
DIN EN 12811-2:2004-04 | Identical |
BS 1139-2.2(2009) : 2009 | METAL SCAFFOLDING - PART 2: COUPLERS AND FITTINGS - SECTION 2.2: COUPLERS AND FITTINGS OUTSIDE THE SCOPE OF BS EN 74 - REQUIREMENTS AND TEST METHODS |
BS 1139-6:2014 | Metal scaffolding Prefabricated tower scaffolds outside the scope of BS EN 1004, but utilizing components from such systems. Specification |
BS 6187:2011 | Code of practice for full and partial demolition |
07/30163355 DC : 0 | BS 1991-1-6 - UK NATIONAL ANNEX TO EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
11/30153572 DC : 0 | BS 6187 - CODE OF PRACTICE FOR DEMOLITION AND PARTIAL DEMOLITION, INCLUDING FOR STRUCTURAL REFURBISHMENT |
09/30150058 DC : 0 | BS 1139-2.2 - METAL SCAFFOLDING - PART 2: COUPLERS - SECTION 2.2: ALUMINIUM COUPLERS AND SPECIAL COUPLERS IN STEEL - REQUIREMENTS AND TEST METHODS |
16/30327082 DC : DRAFT MAR 2016 | BS 8620 - LOW-LEVEL WORK PLATFORM WITH ONE WORKING PLATFORM WITH SIDE PROTECTION FOR USE BY ONE PERSON WITH A MAXIMUM WORKING PLATFORM HEIGHT NO GREATER THAN 2.5 M - SPECIFICATION |
BS 8620:2016 | Low level work platform with one working platform with side protection for use by one person with a maximum working platform height no greater than 2.5 m. Specification |
12/30235507 DC : 0 | BS 8560 - CODE OF PRACTICE FOR THE DESIGN OF BUILDINGS INCORPORATING SAFE WORKING AT HEIGHT |
BS PAS 250(2012) : 2012 | LOW-LEVEL WORK PLATFORM WITH ONE WORKING PLATFORM WITH SIDE PROTECTION FOR USE BY ONE PERSON WITH A MAXIMUM WORKING PLATFORM HEIGHT OF LESS THAN 2.5 M - SPECIFICATION |
14/30286613 DC : 0 | BS 1139-6 - METAL SCAFFOLDING - PART 6: PREFABRICATED TOWER SCAFFOLDS OUTSIDE THE SCOPE OF BS EN 1004, BUT UTILIZING COMPONENTS FROM SUCH SYSTEMS - SPECIFICATION |
BS PAS 51(2004) : 2004 | GUIDE TO INDUSTRY BEST PRACTICE FOR ORGANIZING OUTDOOR EVENTS |
EN 10113-2 : 1993 | HOT-ROLLED PRODUCTS IN WELDABLE FINE GRAIN STRUCTURAL STEELS - DELIVERY CONDITIONS FOR NORMALIZED/NORMALIZED ROLLED STEELS |
EN 1194:1999 | Timber structures - Glued laminated timber - Strength classes and determination of characteristic values |
EN 729-2 : 1994 | QUALITY REQUIREMENTS FOR WELDING - FUSION WELDING OF METALLIC MATERIALS - COMPREHENSIVE QUALITY REQUIREMENTS |
EN 10147 : 2000 | CONTINUOUSLY HOT-DIP ZINC COATED STRUCTURAL STEELS SHEET AND STRIP - TECHNICAL DELIVERY CONDITIONS |
EN 39:2001 | Loose steel tubes for tube and coupler scaffold - Technical delivery conditions |
EN ISO 1461:2009 | Hot dip galvanized coatings on fabricated iron and steel articles - Specifications and test methods (ISO 1461:2009) |
EN 485-2:2016 | Aluminium and aluminium alloys - Sheet, strip and plate - Part 2: Mechanical properties |
EN 10142 : 2000 | CONTINUOUSLY HOT-DIP ZINC COATED LOW CARBON STEELS SHEET AND STRIP FOR COLD FORMING - TECHNICAL DELIVERY CONDITIONS |
EN 719 : 1994 | WELDING COORDINATION - TASKS AND RESPONSIBILITIES |
EN 1562:2012 | Founding - Malleable cast irons |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
ISO 1461:2009 | Hot dip galvanized coatings on fabricated iron and steel articles — Specifications and test methods |
EN 301:2017 | Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements |
EN 390:1994 | Glued laminated timber - Sizes - Permissible deviations |
EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
ENV 1999-1-1 : 1998 | EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL RULES - GENERAL RULES AND RULES FOR BUILDINGS |
EN 287-2:1992/A1:1997 | APPROVAL TESTING OF WELDERS - FUSION WELDING - ALUMINIUM AND ALUMINIUM ALLOYS |
EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 336:2013 | Structural timber - Sizes, permitted deviations |
EN 729-1 : 1994 | QUALITY REQUIREMENTS FOR WELDING - FUSION WELDING OF METALLIC MATERIALS - GUIDELINES FOR SELECTION AND USE |
EN 386:2001 | Glued laminated timber - Performance requirements and minimum production requirements |
EN 1179:2003 | Zinc an zinc alloys - Primary zinc |
EN 408:2010+A1:2012 | Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties |
EN 10204:2004 | Metallic products - Types of inspection documents |
EN 1563:2011 | Founding - Spheroidal graphite cast irons |
EN 338:2016 | Structural timber - Strength classes |
EN 10296-1:2003 | Welded circular steel tubes for mechanical and general engineering purposes - Technical delivery conditions - Part 1: Non-alloy and alloy steel tubes |
EN 10297-1:2003 | Seamless circular steel tubes for mechanical and general engineering purposes - Technical delivery conditions - Part 1: Non-alloy and alloy steel tubes |
ENV 1993-1-3:1996/AC:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials General rules |
EN 1418:1997 | Welding personnel - Approval testing of welding operators for fusion welding and resistance weld setters for fully mechanized and automatic welding of metallic materials |
EN 729-3 : 1994 | QUALITY REQUIREMENTS FOR WELDING - FUSION WELDING OF METALLIC MATERIALS - STANDARD QUALITY REQUIREMENTS |
EN 755-2:2016 | Aluminium and aluminium alloys - Extruded rod/bar, tube and profiles - Part 2: Mechanical properties |
EN 1193 : 1997 | TIMBER STRUCTURES - STRUCTURAL TIMBER AND GLUED LAMINATED TIMBER - DETERMINATION OF SHEAR STRENGTH AND MECHANICAL PROPERTIES PERPENDICULAR TO THE GRAIN |
EN ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials - General rules (ISO 15607:2003) |
EN 287-1:2011 | Qualification test of welders - Fusion welding - Part 1: Steels |
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