BS EN 10080-2005 Steel for the reinforcement of concrete - Weldable reinforcing steel - General《混凝土增强用钢 可焊接增强钢 总则》.pdf

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1、BRITISH STANDARDBS EN 10080:2005Steel for the reinforcement of concrete Weldable reinforcing steel General The European Standard EN 10080:2005 has the status of a British StandardICS 77.140.15; 77.140.60; 77.140.65g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54

2、g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 10080:2005This British Standard was published under the authority of the Standards Policy and Strategy Committee on 23 December 2005 BSI 23 December 2005ISBN 0 580 46804 6National

3、forewordThis British Standard is the official English language version of EN 10080:2005 but will not become current until 01 January 2006.EN 10080 is a candidate harmonized European Standard and fully takes into account the requirements of the European Commission mandate M115, Reinforcing and prestr

4、essing steel (for concrete), given under the EU Construction Products Directive (89/106/EEC), and is intended to lead to CE marking. The date of applicability of EN 10080 as a harmonized European Standard, i.e. the date after which this standard may be used for CE marking purposes, is subject to an

5、announcement in the Official Journal of the European Communities.The Commission in consultation 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

6、, usually nine months, after the date of availability of the European Standard, during which any required changes to national regulations are to be made, followed by a further period, usually of 12 months, for the implementation of CE marking. At the end of this co-existence period, conflicting nati

7、onal standard(s) will be withdrawn.EN 10080 does not include all the requirements to fully specify reinforcing steels. It is intended that EN 10080 should be used in conjunction with a Technical Specification, in which the details of the performance characteristics are specified. Within the UK, thre

8、e standards have been revised for use with EN 10080, these are: BS 4449:2005, Steel for the reinforcement of concrete Weldable reinforcing steel Bar, coil and decoiled product Specification BS 4482:2005, Steel wire for the reinforcement of concrete products Specification BS 4483:2005, Steel fabric f

9、or the reinforcement of concrete SpecificationEN 10080:2005 is the subject of transitional arrangements agreed under the Commission mandate. The above standards contain some requirements, which conflict with EN 10080:2005. Based on the transition period of twenty-one months, these standards will be

10、further revised by October 2007, so that they do not conflict with EN 10080.NOTE This date is approximate. Users of this standard should contact BSI Customer Services for confirmation of revisions.Summary of pagesThis document comprises a front cover, an inside front cover, page i, a blank page, the

11、 EN title page, pages 2 to 69 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsBS EN 10080:2005iThe UK participation in its preparation was entrusted by Technical Committee ISE/9,

12、 Steel for concrete reinforcement, to Subcommittee ISE/9/1, Bars, wire and fabric for concrete reinforcement, which has the responsibility to: A list of organizations represented on this committee can be obtained on request to its secretary.If CE marking is performed, the procedures in Annex ZA will

13、 apply. The significance of the CE marking is that the product manufacturer claims compliance with the harmonized requirements given in the normative text of the product standard. These relate to the essential requirements of the EU Construction Products Directive. Not all product characteristics ne

14、ed necessarily be given on the CE marking, but those product characteristics covered by regulations in force in each EU Member State, where the manufacturer intends that the product will be used, do need to be stated.Cross-referencesThe British Standards which implement international or European pub

15、lications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to include all the ne

16、cessary provisions of a contract. Users are responsible for its correct application. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related interna

17、tional and European developments and promulgate them in the UK.blankEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10080 May 2005 ICS 77.140.15; 77.140.60; 77.140.65 Supersedes ENV 10080:1995 English version Steel for the reinforcement of concrete - Weldable reinforcing steel - General Aciers

18、pour larmature du bton - Aciers soudables pour bton arm - Gnralits Stahl fr die Bewehrung von Beton - Schweigeeigneter Betonstahl - Allgemeines This European Standard was approved by CEN on 21 April 2005. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the c

19、onditions 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 application to the Central Secretariat or to any CEN member. This European Standard exists in th

20、ree 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 Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of A

21、ustria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDA

22、RDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10080:2005: EEN 10080:2005 (E) 2 Contents Page Fore

23、word 3 1 Scope .4 2 Normative references .4 3 Terms and definitions.5 4 Symbols.8 5 Designation .10 5.1 Bar, coil and de-coiled product10 5.2 Welded fabric 10 5.3 Lattice girders .12 6 Steelmaking and manufacturing processes .13 7 Performance characteristics13 7.1 Weldability and chemical compositio

24、n .13 7.2 Mechanical properties 14 7.3 Dimensions, mass and tolerances.17 7.4 Bond strength and surface geometry20 7.5 Verification of performance characteristics22 8 Evaluation of conformity 22 8.1 Factory production control 22 8.2 Initial type testing25 8.3 Continuous surveillance of factory produ

25、ction control and audit testing28 8.4 Evaluation, reporting and action30 8.5 Assessment of the long term quality level31 9 Test methods.32 9.1 Bars, coils and de-coiled products32 9.2 Welded fabric 32 9.3 Lattice girders .33 10 Identification of the manufacturer and the technical class33 10.1 Bar33

26、10.2 Coil.35 10.3 De-coiled product36 10.4 Welded fabric 36 10.5 Lattice girders .36 11 Verification of mechanical properties in the case of dispute 36 Annex A (informative) Examples of weld points in lattice girder joints .37 Annex B (normative) Test methods for lattice girders38 Annex C (informati

27、ve) Bond test for ribbed and indented reinforcing steel Beam test .44 Annex D (informative) Bond test for ribbed and indented reinforcing steel Pull-out test54 Annex E (informative) Comparison of symbols used in this European Standard with those used in EN 1992-1-1 and EN 1992-1-2 .61 Annex ZA (info

28、rmative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive .62 EN 10080:2005 (E) 3 Foreword This document (EN 10080:2005) has been prepared by Technical Committee ECISS/TC 19 “Concrete reinforcing and pre-stressing steels - Properties, dimensions,

29、tolerances and specific tests”, the secretariat of which is held by DIN. 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 November 2005, and conflicting national standards shall be withdrawn at the

30、 latest by May 2007. This document has been prepared under Mandate M/115 given to CEN by the European Commission and the European Free Trade Association and supports essential requirements of the EU Construction Products Directive (89/106/EEC). For relationship with the EU Construction Products Dire

31、ctive, see informative Annex ZA, which is an integral part of this document. This document does not apply to non-weldable reinforcing steel. This document does not define technical classes. Technical classes should be defined in accordance with this document by specified values for Re, Agt, Rm/Re, R

32、e,act./Re,nom.(if applicable), fatigue strength (if required), bendability, weldability, bond strength, strength of welded or clamped joints (for welded fabric or lattice girders) and tolerances on dimensions. According to the CEN/CENELEC Internal Regulations, the national standards organizations of

33、 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, Slovakia, Slovenia, Spa

34、in, Sweden, Switzerland and United Kingdom. EN 10080:2005 (E) 4 1 Scope 1.1 This European Standard specifies general requirements and definitions for the performance characteristics of weldable reinforcing steel used for the reinforcement of concrete structures, delivered as finished products in the

35、 form of: bars, coils (rod, wire) and de-coiled products; sheets of factory-made machine-welded fabric; lattice girders. 1.2 Steels according to this European Standard have a ribbed, indented or smooth surface. 1.3 This European Standard does not apply to: non-weldable reinforcing steel; galvanized

36、reinforcing steel; epoxy-coated reinforcing steel; corrosion resistant reinforcing steel; prestressing steels (see prEN 10138-1 to -4); indented strip; further processing, e.g. cutting or cutting and bending. 2 Normative references The following referenced documents are indispensable for the applica

37、tion of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10020:2000, Definition and classification of grades of steel EN 10079:1992, Definition of steel products EN ISO 37

38、7, Steel and steel products Location and preparation of samples and test pieces for mechanical testing (ISO 377:1997) EN ISO 7500-1, Metallic materials Verification of static uniaxial testing machines Part 1: Tension / compression testing machines Verification and calibration of the force-measuring

39、system (ISO 7500-1:2004) EN ISO 15630-1, Steel for the reinforcement and prestressing of concrete Test methods Part 1: Reinforcing bars, wire rod and wires (ISO 15630-1:2002) EN ISO 15630-2, Steel for the reinforcement and prestressing of concrete Test methods Part 2: Welded fabric (ISO15630-2:2002)

40、 NOTE See also C.2 and D.2. EN 10080:2005 (E) 5 3 Terms and definitions For the purposes of this European Standard, the terms and definitions given in EN 10020:2000 and EN 10079:1992 and the following apply. 3.1 reinforcing steel steel product with a circular or practically circular cross-section wh

41、ich is suitable for the reinforcement of concrete 3.2 ribbed reinforcing steel reinforcing steel with at least two rows of transverse ribs, which are uniformly distributed over the entire length 3.3 longitudinal rib uniform continuous protrusion parallel to the axis of the bar, rod or wire 3.4 trans

42、verse rib any rib on the surface of the bar, rod or wire other than a longitudinal rib 3.5 rib height, h distance from the highest point of the rib (transverse or longitudinal) to the surface of the core, to be measured normal to the axis of the bar, rod or wire 3.6 rib or indentation spacing, c dis

43、tance between the centres of two consecutive transverse ribs or two consecutive indentations measured parallel to the axis of the bar, rod or wire 3.7 angle of transverse rib or indentation inclination, angle between the axis of the transverse rib or indentation and the longitudinal axis of the bar,

44、 rod or wire 3.8 transverse rib flank inclination, angle of the rib flank measured perpendicular to the longitudinal axis of the rib 3.9 relative rib area, fR area of the projection of all ribs on a plane perpendicular to the longitudinal axis of the bar, rod or wire, divided by the rib spacing and

45、the nominal circumference 3.10 indented reinforcing steel reinforcing steel with defined indentations uniformly distributed over the entire length 3.11 indentation depth, t distance between the surface of the wire and the deepest point of the indentation 3.12 indentation width, b width of the indent

46、ion to be measured parallel to the axis of the bar, rod or wire 3.13 plain reinforcing steel reinforcing steel with a smooth surface EN 10080:2005 (E) 6 3.14 coil single length of reinforcing steel (usually rod or wire) wound in concentric rings 3.15 de-coiled product reinforcing steel manufactured

47、in coils and subsequently straightened for further processing 3.16 nominal cross-sectional area, An cross-sectional area equivalent to the area of a circular plain bar of the same nominal diameter, d (i.e.42d) 3.17 welded fabric arrangement of longitudinal and transverse bars, rods or wires of the s

48、ame or different nominal diameter and length that are arranged substantially at right angles to each other and factory electrical resistance welded together by automatic machines at all points of intersection 3.18 lattice girder two or three-dimensional metallic structure comprising an upper chord,

49、one or more lower chords and continuous or discontinuous diagonals which are welded or mechanically assembled to the chords 3.19 characteristic value value of a material or product property having a prescribed probability of not being attained in a hypothetical unlimited test series NOTE This value generally corresponds to a specific fractile of the assumed statistical distribution of the particular property of the material or product. 3.20 minimum value value below which no test result sh