SIST EN ISO 15630-2:2003
(Main)Steel for the reinforcement and prestressing of concrete - Test methods - Part 2: Welded fabric (ISO 15630-2:2002)
Steel for the reinforcement and prestressing of concrete - Test methods - Part 2: Welded fabric (ISO 15630-2:2002)
Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 2: Geschweißte Matten (ISO 15630-2:2002)
Dieser Teil von ISO 15630 legt die für geschweißte Matten in Betracht kommenden Prüfmethoden fest.
Aciers pour l'armature et la précontrainte du béton - Méthodes d'essai - Partie 2: Treillis soudés (ISO 15630-2:2002)
Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 2. del: Armaturne mreže (ISO 15630-2:2002)
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 2. del: Armaturne mreže (ISO 15630-2:2002)Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 2: Geschweißte Matten (ISO 15630-2:2002)Aciers pour l'armature et la précontrainte du béton - Méthodes d'essai - Partie 2: Treillis soudés (ISO 15630-2:2002)Steel for the reinforcement and prestressing of concrete - Test methods - Part 2: Welded fabric (ISO 15630-2:2002)77.140.15Jekla za armiranje betonaSteels for reinforcement of concreteICS:Ta slovenski standard je istoveten z:EN ISO 15630-2:2002SIST EN ISO 15630-2:2003en01-april-2003SIST EN ISO 15630-2:2003SLOVENSKI
STANDARD
SIST EN ISO 15630-2:2003
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN ISO 15630-2April 2002ICS 77.140.99; 91.080.40Supersedes ENV 10080:1995English versionSteel for the reinforcement and prestressing of concrete - Testmethods - Part 2: Welded fabric (ISO 15630-2:2002)Aciers pour l'armature et la précontrainte du béton -Méthodes d'essai - Partie 2: Treillis soudés (ISO 15630-2:2002)Stähle für die Bewehrung und das Vorspannen von Beton -Prüfverfahren - Teil 2: Geschweißte Matten (ISO 15630-2:2002)This European Standard was approved by CEN on 11 April 2002.CEN members 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 application to the 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 translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN ISO 15630-2:2002 ESIST EN ISO 15630-2:2003
EN ISO 15630-2:2002 (E)2CORRECTED
2002-06-05ForewordThis document (ISO 15630-2:2002) has been prepared by Technical Committee ISO/TC 17"Steel" in collaboration with Technical Committee ECISS/TC 19 "Concrete reinforcing andprestressing steels - Properties, dimensions, tolerances and specific tests", the secretariat ofwhich is held by DIN.This European Standard shall be given the status of a national standard, either by publicationof an identical text or by endorsement, at the latest by October 2002, and conflicting nationalstandards shall be withdrawn at the latest by October 2002.This document supersedes ENV 10080:1995.According to the CEN/CENELEC Internal Regulations, the national standards organizations ofthe following countries are bound to implement this European Standard: Austria, Belgium,Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy,Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and theUnited Kingdom.Endorsement noticeThe text of the International Standard ISO 15630-2:2002 has been approved by CEN as aEuropean Standard without any modifications.NOTE
Normative references to International Standards are listed in annex ZA (normative).SIST EN ISO 15630-2:2003
EN ISO 15630-2:2002 (E)3Annex ZA(normative)Normative references to international publicationswith their relevant European publicationsThis European Standard incorporates by dated or undated reference, provisions from otherpublications. These normative references are cited at the appropriate places in the text and thepublications are listed hereafter. For dated references, subsequent amendments to or revisionsof any of these publications apply to this European Standard only when incorporated in it byamendment or revision. For undated references the latest edition of the publication referred toapplies (including amendments).NOTE Where an International Publication has been modified by common modifications,indicated by (mod.), the relevant EN/HD applies.PublicationYearTitleENYearISO 74381985Metallic materials - Bend testEN ISO 74382000ISO 7500-11999Metallic materials - Verification ofstatic uniaxial testing machines -Part 1: Tension/compression testingmachinesEN ISO 7500-11999SIST EN ISO 15630-2:2003
SIST EN ISO 15630-2:2003
Reference numberISO 15630-2:2002(E)© ISO 2002
INTERNATIONAL STANDARD ISO15630-2First edition2002-04-15Steel for the reinforcement and prestressing of concrete — Test methods — Part 2: Welded fabric Aciers pour l'armature et la précontrainte du béton — Méthodes d'essai — Partie 2: Treillis soudés
SIST EN ISO 15630-2:2003
ISO 15630-2:2002(E) PDF disclaimer This PDF file may contain embedded typefaces. In accordance with Adobe's licensing policy, this file may be printed or viewed but shall not be edited unless the typefaces which are embedded are licensed to and installed on the computer performing the editing. In downloading this file, parties accept therein the responsibility of not infringing Adobe's licensing policy. The ISO Central Secretariat accepts no liability in this area. Adobe is a trademark of Adobe Systems Incorporated. Details of the software products used to create this PDF file can be found in the General Info relative to the file; the PDF-creation parameters were optimized for printing. Every care has been taken to ensure that the file is suitable for use by ISO member bodies. In the unlikely event that a problem relating to it is found, please inform the Central Secretariat at the address given below.
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SIST EN ISO 15630-2:2003
ISO 15630-2:2002(E) © ISO 2002 – All rights reserved iii Contents Page Foreword.iv Introduction.v 1 Scope.1 2 Normative references.1 3 Symbols.2 4 General provisions concerning test pieces.2 5 Tensile test.3 6 Bend test on welded intersection.4 7 Determination of the weld shear force (Fs).5 8 Axial load fatigue test.8 9 Chemical analysis.10 10 Measurement of the geometrical characteristics of the fabric.10 11 Test report.11
SIST EN ISO 15630-2:2003
ISO 15630-2:2002(E) iv © ISO 2002 – All rights reserved
Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 3. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this part of ISO 15630 may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. ISO 15630-2 was prepared by Technical Committee ISO/TC 17, Steel, Subcommittee SC 16, Steels for the reinforcement and prestressing of concrete. This part of ISO 15630, together with parts 1 and 3, cancels and replaces ISO 10065:1990, ISO 10287:1992 and ISO 10606:1995. ISO 15630 consists of the following parts, under the general title Steel for the reinforcement and prestressing of concrete — Test methods: =Part 1: Reinforcing bars, wire rod and wire =Part 2: Welded fabric =Part 3: Prestressing steel SIST EN ISO 15630-2:2003
ISO 15630-2:2002(E) © ISO 2002 – All rights reserved v Introduction The aim of ISO 15630 is to provide all relevant test methods for reinforcing and prestressing steels in one standard. In that context, the existing International Standards for testing these products have been revised and updated. Some further test methods have been added. Reference is made to International Standards on testing of metals in general as they are applicable. Complementary provisions have been given if needed. Test methods which do not form the subject of an existing International Standard on metal testing are fully described in ISO 15630. SIST EN ISO 15630-2:2003
SIST EN ISO 15630-2:2003
INTERNATIONAL STANDARD ISO 15630-2:2002(E) © ISO 2002 – All rights reserved 1 Steel for the reinforcement and prestressing of concrete — Test methods — Part 2: Welded fabric 1 Scope This part of ISO 15630 specifies test methods applicable to welded fabric. 2 Normative references The following normative documents contain provisions which, through reference in this text, constitute provisions of this part of ISO 15630. For dated references, subsequent amendments to, or revisions of, any of these publications do not apply. However, parties to agreements based on this part of ISO 15630 are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references, the latest edition of the normative document referred to applies. Members of IEC and ISO maintain registers of currently valid International Standards. ISO 4965:1979, Axial load fatigue testing machines — Dynamic force calibration — Strain gauge technique ISO 6892:1998, Metallic materials — Tensile testing at ambient temperature ISO 7438:1985, Metallic materials — Bend test ISO 7500-1:1999, Metallic materials — Verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Verification and calibration of the force-measuring system ISO 9513:1999, Metallic materials — Calibration of extensometers used in uniaxial testing ISO/TR 9769:1991, Steel and iron — Review of available methods of analysis SIST EN ISO 15630-2:2003
ISO 15630-2:2002(E) 2 © ISO 2002 – All rights reserved
3 Symbols See Table 1. Table 1 — Symbols Symbol Unit Description Reference A % Percentage elongation after fracture 5.1, 5.3 Ag % Percentage non-proportional elongation at maximum force (Fm) 5.3 Agt % Percentage total elongation at maximum force (Fm) 5 An mm2 Nominal cross-sectional area of the bar or wire 8.4.2 d mm Nominal diameter of the bar or wire 5.3, 7.2, 8.4.8 D mm Diameter of the mandrel of the bending device in the bend test on welded intersection 6.2.1 (Figure 2), 6.3 f Hz Frequency of load cycles in the fatigue test 8.1, 8.4.3 Fm N Maximum force in the tensile test 5.3 Fr N Force range in the axial load fatigue test 8.1, 8.3, 8.4.2, 8.4.3 Fs N Weld shear force Clause 7 Fup N Upper force in the axial load fatigue test 8.1, 8.3, 8.4.2, 8.4.3 r1 mm Distance between the grips and the gauge length for the manual measurement of Agt 5.3 r2 mm Distance between the fracture and the gauge length for the manual measurement of Agt 5.3 ReH N/mm2 Upper yield strength 5.2, 5.3 Rm N/mm2 Tensile strength 5.3 Rp0,2 N/mm2 0,2 % proof strength, non-proportional extension 5.2, 5.3 γ ° Angle of bend in the bend test on welded intersection 6.3 2σa N/mm2 Stress range in the axial load fatigue test 8.4.2 σm
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