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EN 1337-3:2005

Current
Current

The latest, up-to-date edition.

Structural bearings - Part 3: Elastomeric bearings
Published date

03-09-2005

Foreword
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviations
  3.1 Terms and definitions
  3.2 Symbols
      3.2.1 Latin upper case letters
      3.2.2 Latin lower case letters
      3.2.3 Greek letters
      3.2.4 Subscripts
  3.3 Abbreviations
4 Requirements
  4.1 General
  4.2 Functional requirements
  4.3 Performance requirements for complete bearings
      4.3.1 Shear modulus
      4.3.2 Shear bond strength
      4.3.3 Compression stiffness
      4.3.4 Resistance to repeated loading in compression
      4.3.5 Static rotation capability
      4.3.6 Ozone resistance
      4.3.7 PTFE/elastomer shear bond strength
  4.4 Material properties
      4.4.1 General
      4.4.2 Physical and mechanical properties of elastomer
      4.4.3 Steel reinforcing plates
      4.4.4 Sliding surfaces
5 Design rules
  5.1 General
  5.2 Design values of actions
  5.3 Laminated bearings
      5.3.1 Types of laminated bearings
      5.3.2 Sizes and shapes of laminated bearings
      5.3.3 Basis of design
  5.4 Plain pad bearings
  5.5 Strip bearings
      5.5.1 Geometry
      5.5.2 Loads
      5.5.3 Shear strain
      5.5.4 Stability criteria
      5.5.5 Deformations and maximum forces exerted on
            the structure
  5.6 Sliding elastomeric bearings
6 Manufacturing tolerances
  6.1 Plan size
  6.2 Thickness of elastomer layers
      6.2.1 Internal layer
      6.2.2 External layer on top and bottom surfaces for
            laminated bearings
      6.2.3 Tolerances of total thickness of bearing system
      6.2.4 Edge cover thickness for laminated bearings
  6.3 Reinforcing steel plate for laminated bearings
7 Special requirements
  7.1 Plinth of the structure - Tolerances of the contact area
      with the structure
      7.1.1 General
      7.1.2 Surface conditions
      7.1.3 Surface flatness
      7.1.4 Surface level
  7.2 Positive means of location
  7.3 Marking and labelling
8 Conformity evaluation
  8.1 General
  8.2 Control of the construction product and its manufacture
      8.2.1 General
      8.2.2 Initial type tests
      8.2.3 Routine testing
      8.2.4 Control of raw materials
      8.2.5 Audit-testing
  8.3 Sampling
      8.3.1 Samples for audit testing
  8.4 Non-compliance with the technical specification
9 Criteria for in-service inspection
Annex A (normative) Elliptical bearings
Annex B (normative) Rotational limitation factor
Annex C (normative) Maximum design strain in laminated
                       bearings
Annex D (informative) Shear modulus comments
Annex E (informative) Typical bearing schedule
Annex F (normative) Shear modulus test method
Annex G (normative) Shear bond test method
Annex H (normative) Compression test method
Annex I (normative) Repeated Loading Compression Test Method
Annex J (normative) Eccentric loading test method
Annex K (normative) Restoring Moment Test Method
Annex L (normative) Resistance to ozone test method
Annex M (normative) Shear bond test method for PTFE/elastomer
                       interface
Annex N (normative) Factory production control
Annex ZA (informative) Clauses of this European Standard
                       addressing the provisions of the EU
                       Construction Products Directive
Bibliography

This part of EN 1337 applies to elastomeric bearings with or without complementary bearing devices to extend their field of use such as flat sliding elements covered by EN 1337-2 or sliding surface described in 4.4.4, as used in bridge structures or any other structure with comparable support conditions.This part of EN 1337 applies to elastomeric bearings with dimensions in plan up to (1200 x 1200) mm and does not cover elastomeric bearings made with other elastomers materials than those specified in 4.4.1. It applies to laminated bearings types A, B, C, laminated sliding bearings types E and D, plain pad and strip bearings type F.This part deals with bearings for use in operating temperatures ranging from - 25 °C to + 50 °C and for short periods up to + 70 °C.It is recognised that the air temperature in some regions of Northern Europe is lower than -25 °C.In this case of very low operating temperature (down to - 40 °C), it is essential that bearing characteristics comply also with the shear modulus at very low temperature (see 4.3.1.3. and annex F)

Committee
CEN/TC 167
DevelopmentNote
Supersedes PREN 1337-3. (10/2005)
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

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ONORM EN 1090-3 : 2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES
BS EN 1998-2 : 2005 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES
EN 1337-8:2007 Structural bearings - Part 8: Guide Bearings and Restraint Bearings
I.S. EN 1998-2:2006 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES
DIN EN 1090-2:2011-10 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
I.S. EN 1090-3:2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES
PREN 1090-3 : DRAFT 2017 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES
15/30320416 DC : 0 BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
PREN 1090-2 : DRAFT 2015 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
UNE-EN 1090-2:2011 Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
DIN EN 1090-2:2015-07 (Draft) EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
UNI EN 1090-2 : 2011 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
DIN EN 1337-8:2008-01 STRUCTURAL BEARINGS - PART 8: GUIDE BEARINGS AND RESTRAINT BEARINGS
11/30247279 DC : 0 BS EN 1337-1 - STRUCTURAL BEARINGS - PART 1: GENERAL
BS EN 1337-8:2007 Structural bearings Guide bearings and restraint bearings
17/30347025 DC : 0 BS EN 15129 - ANTI-SEISMIC DEVICES
EN 15129:2018 (edition 2) Anti-seismic devices
EN 1090-2:2008+A1:2011 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
EN 1090-3:2008 Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures
BS EN 1090-2 : 2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
UNI EN 1998-2 : 2011 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES
UNE-EN 1998-2:2012 Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges
NF EN 1090-2 : 2009 + A1 2011 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
17/30348949 DC : 0 BS EN 1090-3 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES
EN 1998-2:2005/A2:2011 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES
I.S. EN 15129:2009 ANTI-SEISMIC DEVICES
PREN 15129 : DRAFT 2017 ANTI-SEISMIC DEVICES
I.S. EN 1090-2:2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
BS EN 1090-3:2008 Execution of steel structures and aluminium structures Technical requirements for aluminium structures
UNE-EN 1090-3:2011 Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures
DIN EN 1998-2:2011-12 Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges (includes Amendment A1:2009 + A2:2011 + Corrigendum AC:2010)

EN 1337-1:2000 Structural bearings - Part 1: General design rules
ISO 188:2011 Rubber, vulcanized or thermoplastic — Accelerated ageing and heat resistance tests
EN 1337-2:2004 Structural bearings - Part 2: Sliding elements
ISO 34-1:2015 Rubber, vulcanized or thermoplastic Determination of tear strength Part 1: Trouser, angle and crescent test pieces
EN 10025-1:2004 Hot rolled products of structural steels - Part 1: General technical delivery conditions
EN 1337-11:1997 Structural bearings - Part 11: Transport, storage and installation
ISO 1431-1:2012 Rubber, vulcanized or thermoplastic Resistance to ozone cracking Part 1: Static and dynamic strain testing
EN 1337-9:1997 Structural bearings - Part 9: Protection
EN ISO 9001:2015 Quality management systems - Requirements (ISO 9001:2015)
EN 10025-2:2004/AC:2005 HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 2: TECHNICAL DELIVERY CONDITIONS FOR NON-ALLOY STRUCTURAL STEELS
ISO 9001:2015 Quality management systems — Requirements
EN 1337-10:2003 Structural Bearings - Part 10: Inspection and maintenance
ISO 37:2017 Rubber, vulcanized or thermoplastic — Determination of tensile stress-strain properties
ISO 48:2010 Rubber, vulcanized or thermoplastic Determination of hardness (hardness between 10 IRHD and 100 IRHD)
EN 1990:2002/A1:2005/AC:2010 EUROCODE - BASIS OF STRUCTURAL DESIGN

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