BS EN 1337-1-2000 Structural bearings - General design rules《结构支座 一般设计规则》.pdf

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1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 1337-1:2000 The Eur

2、opean Standard EN 1337-1:2000 has the status of a British Standard ICS 91.010.30 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Structural bearings Part 1: General design rulesThis British Standard, having been prepared under the direction of the Sector Committee for Building

3、 and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 October 2000 BSI 10-2000 ISBN 0 580 36540 9 BS EN 1337-1:2000 Amendments issued since publication Amd. No. Date Comments National foreword This British Standard is the official English la

4、nguage version of EN 1337-1:2000. The UK participation in its preparation was entrusted to Technical Committee B/522, Structural bearings, which has the responsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or prop

5、osals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement inter

6、national or European publications referred to in this document may be found in the BSI Standards Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to incl

7、ude all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the E

8、N title page, pages 2 to 31 and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued.EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1337-1 June 2000 ICS 91.010.30 English version Structural bearings - Part 1: General design rules Apparei

9、ls dappui structuraux - Partie 1: Indications gnrales Lager im Bauwesen - Teil 1: Allgemeine Regelungen This European Standard was approved by CEN on 30 April 2000. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Stand

10、ard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French,

11、German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark

12、, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Central Secretariat: rue de Stassart, 36 B-1050

13、Brussels 2000 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1337-1:2000 EPage 2 EN 1337-1:2000 Contents Page Foreword .3 1 Scope.4 2 Normative references 4 3 Definitions and symbols5 4 General principles .17 5 Design principles.1

14、7 6 Bearing resistances18 7 Basic design features.19 8 Drawing of the support plan20 Annex A (informative) Notes for guidance.21 Annex B (informative) Typical bearing schedule .25 Annex C (informative) Temperature, shrinkage and creep 30Page 3 EN 1337-1:2000 Foreword This European Standard has been

15、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 latest by December 2000, and conflicting national s

16、tandards shall be withdrawn at the latest by December 2000. prEN 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 Part 5 Pot bearings Part 6 Rocker bearings Part 7 Spherical and cylin

17、drical PTFE bearings Part 8 Guided bearings and restrained bearings Part 9 Protection Part 10 Inspection and maintenance Part 11 Transport, storage and installation This Part 1 “General design“ includes Annexes A, B and C (informative). Further to CEN/TC 167s decision Part 1 and Part 2 form a packag

18、e of standards and they come into force together, while the other parts come into force separately after the publication of Part 1 and Part 2. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Stand

19、ard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom.Page 4 EN 1337-1:2000 1S c o p e This European Standard is applicable to structural bearings, whethe

20、r used in bridges or in other structures. This European Standard does not cover: a) bearings that transmit moments as a primary function;b) bearings that resist uplift;c) bearings for moving bridges;d) concrete hinges;e) seismic devices. Although it is not intended to regulate temporary bearings thi

21、s standard may be used as a guide in this case (temporary bearings are bearings used during construction or repair and maintenance of structures). NOTE 1: Although the specifications given in this European Standard are necessary, they are not sufficient in themselves for the overall design of the st

22、ructures and for the consideration of geotechnical aspects. See prEN 1337-2 to prEN 1337-8 for information relating to bearings for which specifications are laid down for certain ranges of temperature only. 2 Normative references This European Standard incorporates by dated or undated reference, pro

23、visions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it

24、 by amendment or revision. For undated references the latest edition of the publication referred to applies. prEN 1337-2 Structural bearings Part 2: Sliding elements prEN 1337-3 Structural bearings Part 3: Elastomeric bearings prEN 1337-4 Structural bearings Part 4: Roller bearings prEN 1337-5 Struc

25、tural bearings Part 5: Pot bearings prEN 1337-6 Structural bearings Part 6: Rocker bearings prEN 1337-7 Structural bearings Part 7: Spherical and cylindrical PTFE bearings prEN 1337-8 Structural bearings Part 8: Guided bearings and restrained bearings EN 1337-9 : 1997 Structural bearings Part 9: Pro

26、tection prEN 1337-10 Structural bearings Part 10: Inspection and maintenance EN 1337-11: 1997 Structural bearings Part 11: Transport, storage and installation ENV 1991-1 : 1994 Eurocode 1: Basis of design and actions on structures Part 1: Basis of design ENV 1992-2 : 1996 Eurocode 2: Design of concr

27、ete structures Part 2: Concrete bridges ENV 1993-2 : 1997 Eurocode 3: Design of steel structures Part 2: Steel bridges ENV 1994-2 : 1997 Eurocode 4: Design of composite steel and concrete structures Part 2: Composite bridgesPage 5 EN 1337-1:2000 3 Definitions and symbols 3.1 Definitions For the purp

28、oses of this standard, the following definitions apply: Ultimate limit state (ULS) and serviceability limit state (SLS) are defined in ENV 1991-1. They apply here in the same way. 3.1.1 bearings: Bearings are elements allowing rotation between two members of a structure and transmitting the loads de

29、fined in the relevant requirements as well as preventing displacements (fixed bearings), allowing displacements in only one direction (guided bearings) or in all directions of a plane (free bearings) as required. The most common types of bearings are listed in table 1 and examples of these are are i

30、llustrated in figure 1 with the corresponding axes of coordinates. A distinction is made between the following categories: Category 1: All-round rotating bearings Category 2: Bearings with uniaxial rotation Category 3: Spherical and cylindrical bearings when the horizontal load is supported by the c

31、urved sliding surface Category 4: All other bearings The bearings of Nos 1.1 to 3.1, 3.3, 3.5 to 4.3, 8.1 and 8.2 belong to category 1. The bearings of Nos 5.1 to 6.2, 7.3 and 7.4 belong to category 2. The bearings of Nos 3.2, 3.4, 7.1 and 7.2 belong to category 3.Page 6 EN 1337-1:2000 Table 1: Most

32、 common types of bearings 1 2345 6 7891 01 11 21 31 4 Relevant parts of the standard No. Symbol in the plan view Symbol in direction Kind of bearing Relative movements Reactions xy displacements rotation 2345678 v x in x- direction v y in y- direction v z in z- direction x about x-axis y about y-axi

33、s z about z-axis forces mo- ment X 1.1 Elastomeric bearing (EB) deform- ing deforming small 2 )d e f o r m - ing deform- ing V x V y N XX 1.2 Elastomeric bearing with restraints (RS) for one axis 4 ) none 1 ) V x V y N XX X1.3 EB with unidirectional movable sliding part and RS for the other axis sli

34、ding and deform- ing none 1 ) V y N XX 1.4 Elastomeric bearing with multidirectional movable sliding part sliding and de- forming deform- ing N XX 1.5 Elastomeric bearing with unidirectional movable sliding part deforming V y N XX 1.6 Elastomeric bearing with securing device for two axes none none 1

35、 ) V x V y N XX X1.7 Elastomeric bearing with unidirectional movable sliding part and RS for two axes sliding V y N XX X1.8 Elastomeric bearing with multidirectional movable sliding part and RS for two axes sliding N (continued)Page 7 EN 1337-1:2000 Table 1 (continued) 1 2345 6 7891 01 11 21 31 4 Re

36、levant parts of the standard No. Symbol in the plan view Symbol in direction Kind of bearing Relative movements Reactions xy displacements rotation 2345678 v x in x- direction v y in y- direction v z in z- direction x about x-axis y about y-axis z about z-axis forces mo- ment X 2.1 Pot bearing none

37、none very small deform- ing deform- ing V x V y N XX 2.2 Pot bearing with unidirectional movable sliding part sliding 1 ) V y N XX 2.3 Pot bearing with multidirectional movable sliding part sliding sliding and de- forming N X 3.1 Spherical bearing with RS beyond the rotating part none none almost no

38、ne sliding sliding sliding V x V y N X 3.2 Spherical bearing with rotating part likewise as RS V x V y N XX 3.3 Spherical bearing with unidirectional movable sliding part (ext. guidance) sliding 1 ) V y N XX 3.4 Spherical bearing with unidirectional movable sliding part (int. guidance) V y N XX 3.5

39、Spherical bearing with multidirectional movable sliding part sliding N (continued)Page 8 EN 1337-1:2000 Table 1 (continued) 1 2345 6 7891 01 11 21 31 4 Relevant parts of the standard No. Symbol in the plan view Symbol in direction Kind of bearing Relative movements Reactions xy displacements rotatio

40、n 2345678 v x in x- direction v y in y- direction v z in z- direction x about x-axis y about y-axis z about z-axis forces mo- ment X 4.1 Steel point rocker bearing none none almost none rocking rocking sliding 1 ) V x V y N XX 4.2 Steel point rocker bearing with unidirectional movable sliding part s

41、liding V y N XX 4.3 Steel point rocker bearing with multidirectional movable sliding part sliding sliding N X 5.1 Steel linear rocker bearing none none none 3 ) none V x V yNM x XX 5.2 Steel linear rocker bearing with unidirectional movable sliding part sliding V yNM x XX 5.3 Steel linear rocker bea

42、ring with multidirectional movable sliding part sliding sliding NM x X 6.1 Single roller bearing rolling none none 1 ) V yNM x XX 6.2 Single roller bearing with sliding part movable in the other direction sliding NM x (continued)Page 9 EN 1337-1:2000 Table 1 (concluded) 1 2345 6 7891 01 11 21 31 4 R

43、elevant parts of the standard No. Symbol in the plan view Symbol in direction Kind of bearing Relative movements Reactions xy displacements rotation 2345678 v x in x- direction v y in y- direction v z in z- direction x about x-axis y about y-axis z about z-axis forces mo- ment XX 7.1 Fixed cylindric

44、al bearing none none almost none none 3) sliding none V x V yNM x XX 7.2 Guided cylindrical bearing movable in y direction sliding V x NM x XX 7.3 Guided cylindrical bearing movable in x direction sliding none V yNM x XX 7.4 Free cylindrical bearing movable in x and y direction sliding sliding NM x

45、X 8.1 Guide bearing with restraints for two axes = thrust bearing none none sliding sliding or deform- ing sliding or deform- ing sliding or de- forming V x V y X 8.2 Guide bearing with restraints for one axis sliding none V y Forces Moments Displacements Rotations 1 ) For individual types of bearin

46、gs zmay have strict tolerances, special design will be necessary if so required. For normal design purposes “none“ means no movement other than that due to manufacturing tolerances and deformation. 2 ) Whether or not v zis of importance to be checked in individual cases. 3 ) Combination with a slidi

47、ng bearing results in unfavourable stresses in the PTFE. 4 ) Device to transfer the forces V xor V y . NOTE: In practice x is the main direction of movement for bridges (see ENV 1992-2 and ENV 1993-2) and z the direction of the forces due to vertical loads.Page 10 EN 1337-1:2000 Figure 1: Examples o

48、f the most common types of bearings listed in table 1Page 11 EN 1337-1:2000 Figure 1 (continued): Examples of the most common types of bearings listed in table 1Page 12 EN 1337-1:2000 Figure 1 (continued): Examples of the most common types of bearings listed in table 1Page 13 EN 1337-1:2000 Legend 1

49、 curved surfaces Figure 1 (continued): Examples of the most common types of bearings listed in table 1Page 14 EN 1337-1:2000 Figure 1 (continued): Examples of the most common types of bearings listed in table 1Page 15 EN 1337-1:2000 Figure 1 (concluded): Examples of the most common types of bearings listed in table 1 3.1.2 support:The support comprises all construction measures including the bearing which serve as a structural member to transmit forces and allow movements as intended. 3.1.3 bearin