BS EN 1337-3-2005 Structural bearings - Part 3 Elastomeric bearings《结构轴承 第3部分 弹性轴承》.pdf

1、BRITISH STANDARDBS EN 1337-3:2005Structural bearings Part 3: Elastomeric bearingsThe European Standard EN 1337-3:2005 has the status of a British StandardICS 91.010.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g5

2、3g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIBS EN 1337-3:2005This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 December 2006 BS

3、I 2006ISBN 0 580 49850 6National forewordThis British Standard was published by BSI. It is the UK implementation of EN 1337-3:2005. It partially supersedes BS 5400-9-1:1983 and BS 5400-9-2:1983 which will remain current until the remaining parts of the BS EN 1337 series have been published, the last

4、 part being Part 8. The UK participation in its preparation was entrusted to Technical Committee B/522, Structural bearings.A list of organizations represented on B/522 can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract

5、. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.Amendments issued since publicationAmd. No. Date CommentsLicensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEUROPEAN STANDARDNO

6、RME EUROPENNEEUROPISCHE NORMEN 1337-3March 2005ICS 91.010.30English versionStructural bearings - Part 3: Elastomeric bearingsAppareils dappui structuraux - Partie 3: Appareils dappuien lastomreLager im Bauwesen - Teil 3: ElastomerlagerThis European Standard was approved by CEN on 4 June 2004.CEN mem

7、bers are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on applicatio

8、n to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same

9、 status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Sloven

10、ia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN nation

11、al Members.Ref. No. EN 1337-3:2005: ELicensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 2 Contents Foreword5 1 Scope 6 2 Normative references 6 3 Terms, definitions, symbols and abbreviations .7 3.1 Terms and definitions .7 3.2 Symbols 7 3.2

12、.1 Latin upper case letters 7 3.2.2 Latin lower case letters .9 3.2.3 Greek letters.9 3.2.4 Subscripts 10 3.3 Abbreviations.10 4 Requirements.11 4.1 General11 4.2 Functional requirements.11 4.3 Performance requirements for complete bearings 11 4.3.1 Shear modulus.11 4.3.2 Shear bond strength13 4.3.3

13、 Compression stiffness 13 4.3.4 Resistance to repeated loading in compression15 4.3.5 Static rotation capability .15 4.3.6 Ozone resistance .16 4.3.7 PTFE / elastomer shear bond strength16 4.4 Material properties.17 4.4.1 General17 4.4.2 Physical and mechanical properties of elastomer.17 4.4.3 Steel

14、 reinforcing plates .18 4.4.4 Sliding surfaces .19 5 Design rules .20 5.1 General20 5.2 Design values of actions.21 5.3 Laminated bearings.21 5.3.1 Types of laminated bearings 21 5.3.2 Sizes and shapes of laminated bearings 21 5.3.3 Basis of design 24 5.4 Plain pad bearings.31 5.5 Strip bearings.32

15、Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 3 5.5.1 Geometry 32 5.5.2 Loads 32 5.5.3 Shear strain 33 5.5.4 Stability criteria33 5.5.5 Deformations and maximum forces exerted on the structure33 5.6 Sliding elastomeric bearings33 6 Manu

16、facturing tolerances.33 6.1 Plan size .33 6.2 Thickness of elastomer layers .33 6.2.1 Internal layer 34 6.2.2 External layer on top and bottom surfaces for laminated bearings.34 6.2.3 Tolerances of total thickness of bearing system .34 6.2.4 Edge cover thickness for laminated bearings35 6.3 Reinforc

17、ing steel plate for laminated bearings 35 7 Special requirements 35 7.1 Plinth of the structure - Tolerances of the contact area with the structure 35 7.1.1 General35 7.1.2 Surface conditions 35 7.1.3 Surface flatness .36 7.1.4 Surface level.36 7.2 Positive means of location .36 7.3 Marking and labe

18、lling36 8 Conformity evaluation.36 8.1 General36 8.2 Control of the construction product and its manufacture 37 8.2.1 General37 8.2.2 Initial type tests37 8.2.3 Routine testing.37 8.2.4 Control of raw materials37 8.2.5 Audit-testing.38 8.3 Sampling.38 8.3.1 Samples for audit testing38 8.4 Non-compli

19、ance with the technical specification 38 9 Criteria for in-service inspection .41 Annex A (normative) Elliptical bearings42 Annex B (normative) Rotational limitation factor.43 Annex C (normative) Maximum design strain in laminated bearings 44 Annex D (informative) Shear modulus comments 45 Annex E (

20、informative) Typical bearing schedule .46 Annex F (normative) Shear modulus test method .49 Annex G (normative) Shear bond test method.53 Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 4 Annex H (normative) Compression test method 57 Ann

21、ex I (normative) Repeated Loading Compression Test Method 61 Annex J (normative) Eccentric loading test method64 Annex K (normative) Restoring Moment Test Method.68 Annex L (normative) Resistance to ozone test method.71 Annex M (normative) Shear bond test method for PTFE/elastomer interface.76 Annex

22、 N (normative) Factory production control 80 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive83 Bibliography 94 Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 5

23、Foreword This document (EN 1337-3:2005) has been prepared by Technical Committee CEN/TC 167 “Structural bearings”, the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the la

24、test by September 2005, and conflicting national standards shall be withdrawn at the latest by December 2006. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For r

25、elationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. This European Standard EN 1337: “Structural bearings” consists of the following 11 parts: Part 1 General design rules Part 2 Sliding elements Part 3 Elastomeric bearings Part 4 Roller bearings Par

26、t 5 Pot bearings Part 6 Rocker bearings Part 7 Spherical and cylindrical PTFE bearings Part 8 Guide bearings and restrain bearings Part 9 Protection Part 10 Inspection and maintenance Part 11 Transport, storage, and installation According to the CEN/CENELEC Internal Regulations, the national standar

27、ds organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slov

28、akia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 6 1 Scope This part of EN 1337 applies to elastomeric bearings with or without complementary bearing devices to extend their fi

29、eld 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 no

30、t 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

31、 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

32、low temperature (see 4.3.1.3. and annex F) 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amen

33、dments) applies. EN 1337-1:2000, Structural bearings - Part 1: General design rules. EN 1337-2:2004, Structural bearings - Part 2: Sliding elements. prEN 1337-8, Structural bearings - Part 8: Guide bearings and restrain bearings. EN 1337-9:1997, Structural bearings - Part 9: Protection. EN 1337-10;

34、Structural Bearings - Part 10: Inspection and maintenance. EN 1337-11; Structural bearings - Part 11: Transport, storage and installation.EN 10025-1, Hot rolled products of structural steels - Part 1: General technical delivery conditions. EN 10025-2, Hot rolled products of structural steels - Part

35、2: Technical delivery conditions for non-alloy structural steels ISO 34-1, Rubber, vulcanized or thermoplastic - Determination of tear strength - Part 1: Trouser, angle and crescent test pieces. ISO 37, Rubber, vulcanized or thermoplastic - Determination of tensile stress-strain properties. ISO 48,

36、Rubber, vulcanized or thermoplastic - Determination of hardness (hardness between 10 IRHD and 100 IRHD). ISO 188, Rubber, vulcanized or thermoplastic - Accelerated ageing and heat resistance tests. ISO 815, Rubber, vulcanized or thermoplastic - Determination of compression set at ambient, elevated o

37、r low temperatures. ISO 1431-1, Rubber, vulcanized or thermoplastic - Resistance to ozone cracking - Part 1: Static strain testing. Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 7 3 Terms, definitions, symbols and abbreviations 3.1 Term

38、s and definitions For the purposes of this document, the terms and definitions given in EN 1337-1:2000 and the following apply. 3.1.1 batch individual mix or blend of mixes of elastomer, when used for bearing production or a number of identical components produced at the same machine setting 3.1.2 e

39、lastomer macromolecular material, which returns to approximately its initial dimensions and shape after substantial deformation by a weak stress and release of stress. In this part of the standard it defines the compound that will be used for the production of a rubber part or parts. 3.1.3 elastomer

40、ic bearing bearing comprising a block of vulcanised elastomer that may be reinforced with one or more steel plates 3.1.4 laminated bearing elastomeric bearing reinforced internally with one or more steel plates, chemically bonded during vulcanisation 3.1.5 plain pad bearing elastomeric bearing consi

41、sting of a solid block of vulcanised elastomer without internal cavities 3.1.6 sliding elastomeric bearing laminated bearing with a PTFE sheet, at top surface, which may be vulcanised directly onto the outer layer of elastomer or fixed to a steel plate, in contact with a sliding plate 3.1.7 sliding

42、plate component which bears on and is immediately adjacent to the top sliding surface of a bearing. It can be: a) a single piece of austenitic steel, b) a thin plate of austenitic steel fixed to a mild steel supporting plate, c) a thin plate of austenitic steel bonded to an elastomeric interlayer wh

43、ich is vulcanised to a mild steel supporting plate. 3.1.8 strip bearing plain pad bearing for which the length is at least ten times the width 3.1.9 top sliding surface polytetrafluoroethylene surface vulcanised on to an elastomeric bearing, in contact with the sliding plate which allows relative tr

44、anslatory displacement 3.2 Symbols For the purposes of this document, the following symbols apply. 3.2.1 Latin upper case letters A Overall plan area of elastomeric bearing .mm Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 8 A Effective

45、 plan area of laminated bearing (area of the steel reinforcing plates) mm ArReduced effective plan area of elastomeric bearing .mm CcCompressive stiffness of a bearing N/mm D Overall diameter of circular bearingmm D Effective diameter of circular laminated bearing.mm E Modulus of elasticityMPa EbBul

46、k modulus MPa EcsIntersecting compression modulus .MPa EdDesign load effects Fxd, VydHorizontal design forces .N: kN FxyMaximum resultant horizontal force obtained by vectorial addition of vxand vyN: kN FzdVertical design force .N: kN G Nominal value of conventional shear modulus of elastomeric bear

47、ing MPa GdynConventional shear modulus of elastomeric bearing under dynamic actions MPa GeShear modulus of elastomer.MPa GgConventional shear modulus of elastomeric bearing determined by testing MPa KceFactor for strain due to compressive load for elliptical bearing KdeFactor for vertical deflection

48、 for load for elliptical bearing KseFactor for restoring moment for elliptical bearing KfFriction factor KhFactor for induced tensile stresses in reinforcing plate KLType loading factor KmMoment factor Kp Stress correction factor for the steel reinforcing plates KrRotation factor KsFactor for restor

49、ing moment MeExperimental value of restoring moment N x mm: kN x m MdDesign value of restoring momentN x mm: kN x m RdDesign value of resistance Licensed Copy: Wang Bin, na, Thu Mar 15 00:25:57 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1337-3:2005 (E) 9 RxyResultant of the forces resisting to translatory movement S Shape factor S1Shape factor for the thickest layers SdDesign value of an internal force or moment of a respective vector of several internal forces or moments ToAverage total initial thickness of bearing ignoring top and bottom covers .mm TbTotal nom