EN 1337-8:2007
Current
The latest, up-to-date edition.
Structural bearings - Part 8: Guide Bearings and Restraint Bearings
10-10-2007
Foreword
1 Scope
2 Normative references
3 Terms, Definitions, Symbols and Abbreviations
3.1 Terms and definitions
3.2 Symbols and Abbreviations
4 Functional Requirements
4.1 General
4.2 Durability
5 Material Properties
5.1 General
5.2 Ferrous materials
5.3 Structural Fasteners
5.4 Welding
5.5 Anchors
6 Design Rules
6.1 General
6.2 Rotational Elements
6.3 Minimum plate thickness
6.4 Connection to Packing and Anchor Plates
6.5 Clearances
6.6 Combination with other bearings and/or elements
7 Manufacturing tolerances and corrosion protection
7.1 General
7.2 Corrosion protection
8 Conformity evaluation
8.1 General
8.2 Control of the construction product and its manufacture
8.3 Raw materials and constituents
8.4 Sampling
Annex A (normative) - Factory production control (FPC)
A.1 General
A.2 Verifications and tests
A.3 Traceability
Annex B (informative) - Examples of Combined Bearings
Annex ZA (informative) - Clauses of this European Standard
addressing the provisions of EU
Construction Products Directive
ZA.1 Scope and relevant characteristic
ZA.2 Procedures for attestation of conformity
of Guide and Restraint Bearings
ZA.3 CE marking and labelling
Bibliography
This Part of this European Standard deals with the requirements for the design and manufacture of Guide Bearings and Restraint Bearings.Guide Bearings and Restraint Bearings are not intended to transmit vertical loads but they may be combined in one unit with bearings in accordance. EN 1337-1:2000, Table 1.NOTE 1Guide Bearings and Restraint Bearings are shown in EN 1337-1:2000, Table 1, No. 8.1 and 8.2. For combined bearings see EN 1337-1:2000, Table 1, bearing Nos. 1.2, 1.3, 1.6, 1.7, 1.8., 3.1, 4.1, 4.2, 4.3, 7.1, 7.3, and 7.4 with restraints and Nos. 1.5, 1.7, 2.2, 3.3, 3.4, 5.2, 6.2 and 7.3 with guides.NOTE 2Examples of combined bearings are given in Annex B.The minimum operating temperature depends on the materials’ properties used at the required temperature and the limitations given in the referenced parts of this European Standard.NOTE 3In certain circumstances the bearings described in this part of this European Standard may be required to operate in a plane inclined to the horizontal. In such circumstances the terms "vertical" and "horizontal" should be interpreted appropriately.
Committee |
CEN/TC 167
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Standards | Relationship |
DIN EN 1337-8:2008-01 | Identical |
I.S. EN 1337-8:2007 | Identical |
PN EN 1337-8 : 2008 | Identical |
SN EN 1337-8 : 2007 | Identical |
UNE-EN 1337-8:2009 | Identical |
NEN EN 1337-8 : 2007 | Identical |
NBN EN 1337-8 : 2007 | Identical |
BS EN 1337-8:2007 | Identical |
UNI EN 1337-8 : 2007 | Identical |
NF EN 1337-8:2017 | Identical |
NS EN 1337-8 : 1ED 2007 | Identical |
11/30247279 DC : 0 | BS EN 1337-1 - STRUCTURAL BEARINGS - PART 1: GENERAL |
UNI EN 1090-3 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
ONORM EN 1090-3 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
DIN EN 1090-3:2008-09 | EXECUTION OF STEEL AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL RULES FOR EXECUTION OF ALUMINIUM STRUCTURES |
BS EN 1090-3:2008 | Execution of steel structures and aluminium structures Technical requirements for aluminium structures |
DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
PREN 1090-3 : DRAFT 2017 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM 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 |
BS EN 1090-2 : 2008 | 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 |
15/30320416 DC : 0 | BS EN 1090-2 - 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 |
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 |
NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
18/30365845 DC : 0 | BS EN 1337-3 - STRUCTURAL BEARINGS - PART 3: ELASTOMERIC BEARINGS |
17/30348949 DC : 0 | BS EN 1090-3 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
PREN 1337-3 : DRAFT 2018 | STRUCTURAL BEARINGS - PART 3: ELASTOMERIC BEARINGS |
I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 1090-3:2011 | Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures |
93/68/EEC : 1993 AMD 2 1998 | COUNCIL DIRECTIVE 93/68/EEC OF 22.7.93 AMENDING DIRECTIVES 87/404/EEC, 88/378/EEC, 89/106/EEC, 89/336/EEC, 89/392/EEC, 89/686/EEC, 90/384/EEC, 90/385/EEC, 90/396/EEC, 91/263/EEC, 92/42/EEC AND 73/23/EEC |
EN 1337-6:2004 | Structural bearings - Part 6: Rocker bearings |
EN 1337-1:2000 | Structural bearings - Part 1: General design rules |
ISO 1083:2004 | Spheroidal graphite cast irons - Classification |
89/106/EEC : 1988 | COUNCIL DIRECTIVE OF 21 DECEMBER 1988 ON THE APPROXIMATION OF LAWS, REGULATIONS AND ADMINISTRATIVE PROVISIONS OF THE MEMBER STATES RELATING TO CONSTRUCTION PRODUCTS |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
EN 1337-2:2004 | Structural bearings - Part 2: Sliding elements |
EN 10088-2:2014 | Stainless steels - Part 2: Technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes |
PREN 1090-2 : DRAFT 2015 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
ISO 4587:2003 | Adhesives Determination of tensile lap-shear strength of rigid-to-rigid bonded assemblies |
EN 1337-9:1997 | Structural bearings - Part 9: Protection |
EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
ISO 9004:2009 | Managing for the sustained success of an organization A quality management approach |
EN 1337-3:2005 | Structural bearings - Part 3: Elastomeric bearings |
EN 10204:2004 | Metallic products - Types of inspection documents |
ISO 9001:2015 | Quality management systems — Requirements |
ISO 9000:2015 | Quality management systems — Fundamentals and vocabulary |
EN 1337-7:2004 | Structural bearings - Part 7: Spherical and cylindrical PTFE bearings |
EN 1337-5:2005 | Structural bearings - Part 5: Pot bearings |
ISO 3755:1991 | Cast carbon steels for general engineering purposes |
EN ISO 9000:2015 | Quality management systems - Fundamentals and vocabulary (ISO 9000:2015) |
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