EN 15050-2007 en Precast concrete products - Bridge elements (Incorporates Amendment A1 2012)《预制混凝土制品 桥梁基础》.pdf
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1、BRITISH STANDARDBS EN 15050:2007Precast concrete products Bridge elementsThe European Standard EN 15050:2007 has the status of aBritish StandardICS 91.100.30; 93.040 BS EN +A1:2012BS EN 15050:2007This British Standard was published under the authority of the Standards Policy and Strategy Committee o
2、n 31 July 2007 BSI 2007ISBN 978 0580 54672 3National forewordThis British Standard was published byBSI. It is the UK implementation of EN 15050:2007.The UK participation in its preparation was entrusted to Technical Committee B/524, Precast concrete products.A list of organizations represented on th
3、is committee can be obtained on request to its secretary.EN 15050 is a candidate harmonized European standard and fully takes into account the requirementsof the European Commission mandate M/100, Products related to precast concrete products, given underthe EUConstruction Products Directive (89/106
4、/EEC), and is intended to leadto CE marking. The date of applicability of EN15050 as a harmonized EuropeanStandard,i.e. the date after which this standard may beused for CE markingpurposes, is subject to an announcement in the Official Journal of the European Communities.The Commission in consultati
5、on with Member States has agreed a transition period for the co-existence of harmonized European Standards and their corresponding national standard(s). It is intended that this period will comprise a period, usually nine months, after the date of availability of the European Standard,during which a
6、ny requiredchanges to nationalregulations are to be made, followed by a further period, usually of 12 months, for the implementation of CE marking.Atthe end of thisco-existence period, the national standard(s) will be withdrawn. EN 15050 is the subject of transitional arrangements agreed under the C
7、ommission mandate. In the UK, there are no corresponding national standards of national origin.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from lega
8、l obligations.Amendments issued since publicationAmd. No. Date CommentsBS EN 15050:2007+A1:2012ISBN 978 0 580 74220 0Amendments/corrigenda issued since publicationDate Comments30 September 2012 Implementation of CEN amendment A1:2012This British Standard was published under the authority of the Stan
9、dards Policy and Strategy Committee on 31 July 2007 The British Standards Institution 2012. Published by BSI Standards Limited 2012National forewordThis British Standard is the UK implementation of EN 15050:2007+A1:2012. It supersedes BS EN 15050:2007 which is withdrawnThe start and finish of text i
10、ntroduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by .EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15050:2007+A1 March 2012 ICS 91.100.30; 9
11、3.040 Supersedes EN 15050:2007English Version Precast concrete products - Bridge elements Produits prfabriqus en bton - Elments de ponts Betonfertigteile - Fertigteile fr Brcken This European Standard was approved by CEN on 28 February 2007 and includes Amendment 1 approved by CEN on 23 January 2012
12、. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on
13、 application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, 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 CEN-CENEL
14、EC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
15、 Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of
16、 exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15050:2007+A1:2012: EEN 15050:2007+A1:2012 (E) 2 The numbering of clauses is strictly related to EN 13369:2004 Common rules for precast concrete products, at least for the first three digits. When a c
17、lause of EN 13369 is not relevant or included in a more general reference of this standard, its number is omitted and this may result in a gap on numbering Contents Page Foreword 4Introduction .61 Scope 72 Normative references 73 Terms and definitions .84 Requirements .94.1 Material requirements .94
18、.2 Production requirements 94.2.1 General 94.2.3.2 Application of prestressing 94.3 Finished product requirements . 104.3.1 Geometrical properties 104.3.2 Surface characteristics 124.3.3 Mechanical resistance 124.3.4 Resistance and reaction to fire . 134.3.5 Acoustic properties 134.3.6 Thermal prope
19、rties . 134.3.7 Durability . 134.3.8 Other requirements. 145 Test methods . 145.1 Tests on concrete . 145.2 Measuring of dimensions and surface characteristics 145.2.1 General . 145.2.2 Beams 145.2.3 Other elements 155.3 Weight of the products . 156 Evaluation of conformity 157 Marking and labelling
20、 . 158 Technical documentation 15Annex A (informative) Typology . 16A.1 Scope . 16A.2 Decks with precast beams as main structural elements 16A.3 Solid slabs . 22A.4 Segmental decks. 22Annex B (informative) Decks formed by beams and slabs 23B.1 Scope . 23B.2 Dimensions in the bearing zone 23B.3 Trans
21、fer of prestressing 23B.4 Anchorage of the main reinforcement at supports . 23B.5 Change of the restraint conditions after the application of loads . 26B.6 Skewed ends . 26B.7 Deck layout 26Annex C (informative) Use of plates in bridges 28BS EN 15050:2007+A1:2012EN 15050:2007+A1:2012 (E)EN 15050:200
22、7+A1:2012 (E) 3 C.1 General . 28C.2 Connecting reinforcement 28C.3 Connection to beams 28C.4 Connection between adjacent floor plates . 29Annex D (informative) Continuity of bridge decks 31D.1 Scope 31D.2 Continuity of bridge decks . 31D.3 Hogging moments at supports 31D.4 Long term sagging moments
23、at supports 31Annex E (informative) Infilled beams 37E.1 General . 37E.2 Infilled beams with a thin topping . 37E.3 Infilled beams with a thick topping 37Annex F (informative) Precast beams without topping . 39F.1 Scope 39F.2 Transverse prestressing by post-tensioning . 39F.3 Reinforced joints . 39A
24、nnex G (informative) Precast segmental decks 41G.1 General . 41G.1.1 Description . 41G.1.2 Joints 41G.1.3 Keys 41G.1.4 Post-tensioning . 42G.2 Design . 42G.2.1 Assembly stage . 42G.2.2 Final situation 42G.2.3 Checking of joints . 43G.2.4 Local transverse bending . 43G.2.5 Discontinuity regions 43G.3
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