SIST EN ISO 15630-1:2019
(Main)Steel for the reinforcement and prestressing of concrete - Test methods - Part 1: Reinforcing bars, rods and wire (ISO 15630-1:2019)
Steel for the reinforcement and prestressing of concrete - Test methods - Part 1: Reinforcing bars, rods and wire (ISO 15630-1:2019)
This document specifies chemical and mechanical test methods and measurement methods of
geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.
Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 1: Bewehrungsstäbe, -walzdraht und -draht (ISO 15630-1:2019)
Dieser Teil von ISO 15630 legt die für Bewehrungsstäbe, -walzdraht und -draht für Beton in Betracht kommenden Prüfmethoden fest.
Aciers pour l'armature et la précontrainte du béton - Méthodes d'essai - Partie 1: Barres, fils machine et fils pour béton armé (ISO 15630-1:2019)
Le présent document spécifie des méthodes d'essai chimiques et mécaniques et des méthodes de mesure des caractéristiques géométriques applicables aux barres, fils machine et fils pour béton armé.
Le présent document ne couvre pas les conditions d'échantillonnage qui sont spécifiées dans les normes de produit.
Une liste d'options en vue d'un accord entre les parties concernées figure à l'Annexe A.
Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 1. del: Armaturne palice, drogovi in žica (ISO 15630-1:2019)
Ta dokument določa kemijske in mehanske metode preskušanja ter metode merjenja geometrijskih značilnosti, ki se uporabljajo za armaturne palice, drogove in žico za beton.
Ta dokument ne zajema pogojev vzorčenja, ki so obravnavani v standardih za izdelke.
Seznam možnosti za dogovor med vpletenimi stranmi je podan v dodatku A.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN ISO 15630-1:2019
01-maj-2019
1DGRPHãþD
SIST EN ISO 15630-1:2011
Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 1. del:
Armaturne palice, drogovi in žica (ISO 15630-1:2019)
Steel for the reinforcement and prestressing of concrete - Test methods - Part 1:
Reinforcing bars, rods and wire (ISO 15630-1:2019)
Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 1:
Bewehrungsstäbe, -walzdraht und -draht (ISO 15630-1:2019)
Aciers pour l'armature et la précontrainte du béton - Méthodes d'essai - Partie 1: Barres,
fils machine et fils pour béton armé (ISO 15630-1:2019)
Ta slovenski standard je istoveten z: EN ISO 15630-1:2019
ICS:
77.140.15 Jekla za armiranje betona Steels for reinforcement of
concrete
SIST EN ISO 15630-1:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN ISO 15630-1:2019
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SIST EN ISO 15630-1:2019
EN ISO 15630-1
EUROPEAN STANDARD
NORME EUROPÉENNE
March 2019
EUROPÄISCHE NORM
ICS 77.140.15 Supersedes EN ISO 15630-1:2010
English Version
Steel for the reinforcement and prestressing of concrete -
Test methods - Part 1: Reinforcing bars, rods and wire (ISO
15630-1:2019)
Aciers pour l'armature et la précontrainte du béton - Stähle für die Bewehrung und das Vorspannen von
Méthodes d'essai - Partie 1: Barres, fils machine et fils Beton - Prüfverfahren - Teil 1: Bewehrungsstäbe,
pour béton armé (ISO 15630-1:2019) Walzdraht und Draht (ISO 15630-1:2019)
This European Standard was approved by CEN on 26 November 2018.
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 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-CENELEC 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2019 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 15630-1:2019 E
worldwide for CEN national Members.
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SIST EN ISO 15630-1:2019
EN ISO 15630-1:2019 (E)
Contents Page
European foreword . 3
2
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SIST EN ISO 15630-1:2019
EN ISO 15630-1:2019 (E)
European foreword
This document (EN ISO 15630-1:2019) has been prepared by Technical Committee ISO/TC 17 "Steel" in
collaboration with Technical Committee CEN/TC 459 “ECISS - European Committee for Iron and Steel
Standardization” 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 September 2019, and conflicting national standards
shall be withdrawn at the latest by September 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN ISO 15630-1:2010.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and the United Kingdom.
Endorsement notice
The text of ISO 15630-1:2019 has been approved by CEN as EN ISO 15630-1:2019 without any
modification.
3
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SIST EN ISO 15630-1:2019
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SIST EN ISO 15630-1:2019
INTERNATIONAL ISO
STANDARD 15630-1
Third edition
2019-02
Steel for the reinforcement and
prestressing of concrete — Test
methods —
Part 1:
Reinforcing bars, rods and wire
Aciers pour l'armature et la précontrainte du béton — Méthodes
d'essai —
Partie 1: Barres, fils machine et fils pour béton armé
Reference number
ISO 15630-1:2019(E)
©
ISO 2019
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
COPYRIGHT PROTECTED DOCUMENT
© ISO 2019
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting
on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address
below or ISO’s member body in the country of the requester.
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Website: www.iso.org
Published in Switzerland
ii © ISO 2019 – All rights reserved
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
Contents Page
Foreword .v
Introduction .vi
1 Scope . 1
2 Normative references . 1
3 Terms, definitions and symbols . 1
4 General provisions concerning test pieces . 3
5 Tensile test at room temperature . 4
5.1 Test piece . 4
5.2 Test equipment . 4
5.3 Test procedure . 4
6 Bend test . 5
6.1 Test piece . 5
6.2 Test equipment . 6
6.3 Test procedure . 6
6.4 Interpretation of test results . 6
7 Rebend test . 7
7.1 Test piece . 7
7.2 Test equipment . 7
7.2.1 Bending device . 7
7.2.2 Rebending device . 7
7.3 Test procedure . 7
7.3.1 General. 7
7.3.2 Bending . 8
7.3.3 Artificial ageing . 8
7.3.4 Rebending . 8
7.4 Interpretation of test results . 8
8 Axial force fatigue test . 9
8.1 Principle of test . 9
8.2 Test piece . 9
8.3 Test equipment . 9
8.4 Test procedure .10
8.4.1 Provisions concerning the test piece .10
8.4.2 Upper force (F ) and force range (F ) .10
up r
8.4.3 Stability of force and frequency .10
8.4.4 Counting of force cycles .10
8.4.5 Frequency .10
8.4.6 Temperature .10
8.4.7 Validity of the test .10
9 Chemical analysis .10
10 Measurement of the geometrical characteristics .11
10.1 Test piece .11
10.2 Test equipment .11
10.3 Test procedure .11
10.3.1 Heights of transverse ribs or depths of indentations .11
10.3.2 Height of longitudinal ribs (a′) .12
10.3.3 Transverse rib or indentation spacing (c) .12
10.3.4 Pitch (P) .12
10.3.5 Part of the circumference without ribs or indentations (Σe ) .12
i
10.3.6 Transverse rib or indentation angle (β) .12
10.3.7 Transverse rib flank inclination (α) .12
© ISO 2019 – All rights reserved iii
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
10.3.8 Width of transverse rib or width of indentation (b) .13
11 Determination of the relative rib or indentation area (f or f ) .14
R P
11.1 General .14
11.2 Measurements .14
11.3 Calculation of f . .14
R
11.3.1 Relative rib area .14
11.3.2 Simplified formulae .14
11.3.3 Formula used for the calculation of f . .15
R
11.4 Calculation of f .15
P
11.4.1 Relative indentation area .15
11.4.2 Simplified formulae .16
11.4.3 Formula used for the calculation of f .17
P
12 Determination of deviation from nominal mass per metre .17
12.1 Test piece .17
12.2 Accuracy of measurement .17
12.3 Test procedure .17
13 Specialized tests .17
13.1 Tensile test at elevated temperature .17
13.1.1 General.17
13.1.2 Test piece .17
13.1.3 Test equipment .17
13.1.4 Test procedure .18
13.2 Tensile test at low temperature .18
13.2.1 General.18
13.2.2 Test piece .18
13.2.3 Test equipment .18
13.2.4 Test procedure .18
13.3 Cyclic inelastic load test .18
13.3.1 Principle of the test .18
13.3.2 Test piece .19
13.3.3 Test equipment .19
13.3.4 Test procedure .19
14 Test report .20
Annex A (informative) Options for agreement between the parties involved .21
Bibliography .22
iv © ISO 2019 – All rights reserved
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
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.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www .iso .org/directives).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www .iso .org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation of the voluntary nature of standards, the meaning of ISO specific terms and
expressions related to conformity assessment, as well as information about ISO’s adherence to the
World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see www .iso
.org/iso/foreword .html.
This document was prepared by ISO/TC 17, Steel, Subcommittee SC 16, Steels for the reinforcement and
prestressing of concrete.
This third edition cancels and replaces the second edition (ISO 15630-1:2010), which has been
technically revised. Changes have been introduced in the Introduction, Clause 2, Clause 3, Clause 4,
Clause 5 (only the title), 5.3, 6.3, 8.3, 8.4.5, 10.3.1.1, 10.3.1.2, 10.3.3 and 11.3.2 and Figure 6. A new
Clause 13 has been added for “specialized” tests. The Bibliography has been updated and the dated
references have been replaced by undated references.
A list of all parts in the ISO 15360 series can be found on the ISO website.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www .iso .org/members .html.
© ISO 2019 – All rights reserved v
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
Introduction
The aim of ISO 15630 (all parts) is to provide all relevant test methods for reinforcing and prestressing
steels in one standard series.
This document covers standard test methods (see Clauses 5 to 12), as well as specialized test methods
(gathered in Clause 13) that are not commonly used in routine testing and that should only be
considered where relevant (or specified) in the applicable product standard.
Reference is made to International Standards on the testing of metals, in general, as they are applicable.
Complementary provisions have been given if needed.
vi © ISO 2019 – All rights reserved
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SIST EN ISO 15630-1:2019
INTERNATIONAL STANDARD ISO 15630-1:2019(E)
Steel for the reinforcement and prestressing of concrete —
Test methods —
Part 1:
Reinforcing bars, rods and wire
1 Scope
This document specifies chemical and mechanical test methods and measurement methods of
geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.
This document does not cover the sampling conditions that are dealt with in the product standards.
A list of options for agreement between the parties involved is provided in Annex A.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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.
ISO 4965-1, Metallic materials — Dynamic force calibration for uniaxial fatigue testing — Part 1:
Testing systems
ISO 4965-2, Metallic materials — Dynamic force calibration for uniaxial fatigue testing — Part 2: Dynamic
calibration device (DCD) instrumentation
ISO 6892-1, Metallic materials — Tensile testing — Part 1: Method of test at room temperature
ISO 6892-2, Metallic materials — Tensile testing — Part 2: Method of test at elevated temperature
ISO 6892-3, Metallic materials — Tensile testing — Part 3: Method of test at low temperature
ISO 7500-1, Metallic materials — Calibration and verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Calibration and verification of the force-measuring system
ISO 9513, Metallic materials — Calibration of extensometer systems used in uniaxial testing
ISO 16020, Steel for the reinforcement and prestressing of concrete — Vocabulary
3 Terms, definitions and symbols
For the purposes of this document, the terms and definitions given in ISO 16020 apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https: //www .iso .org/obp
— IEC Electropedia: available at http: //www .electropedia .org/
© ISO 2019 – All rights reserved 1
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SIST EN ISO 15630-1:2019
ISO 15630-1:2019(E)
For the purposes of this document, the following symbols apply.
Symbol Unit Description Reference
a′ mm Height of longitudinal rib 10.3.2, 11.3
a mm Rib height at the mid-point or indentation depth in the centre 10.3.1.2, Figure 6,
m
11.3.2, 11.4.1, 11.4.2
a
a mm Maximum height of transverse rib or maximum indentation depth 10.3.1.1
max
a mm Average height of a portion i of a rib subdivided into p parts of Figure 6, 11.3.1, 11.4.1
s,i
length Δl, or average depth of a portion i of an indentation subdivid-
ed into p parts of length Δx
a mm Rib height at the quarter-point or indentation depth at the quarter 10.3.1.2, 11.3.2, 11.4.2
1/4
of their length
a mm Rib height at the three-quarters point or indentation depth at the 10.3.1.2, 11.3.2, 11.4.2
3/4
three-quarters of their length
A % Percentage elongation after fracture 5.1, 5.3
A % Percentage plastic extension at maximum force (F ) 5.3
g m
A % Percentage total extension at maximum force (F ) Clause 5
gt m
A % Percentage uniform elongation after fracture 5.3
r
b mm Width of transverse rib at the mid-point or width of indentation 10.3.8
...
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