SIST EN ISO 15630-1:2011
(Main)Steel for the reinforcement and prestressing of concrete - Test methods - Part 1: Reinforcing bars, wire rod and wire (ISO 15630-1:2010)
Steel for the reinforcement and prestressing of concrete - Test methods - Part 1: Reinforcing bars, wire rod and wire (ISO 15630-1:2010)
This part of ISO 15630 specifies test methods applicable to reinforcing bars, wire rod and wire for concrete.
Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 1: Bewehrungsstäbe, walzdraht und draht (ISO 15630-1:2010)
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 15630-1:2010)
L'ISO 15630-1:2010 spécifie les méthodes d'essai applicables aux barres, fils machine et fils pour béton armé.
Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 1. del: Armaturne palice, palice iz žice in žica (ISO 15630-1:2010)
Ta del ISO 15630 določa preskusne metode, ki veljajo za armaturne palice, palice iz žice in žice za beton.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN ISO 15630-1:2011
01-november-2011
1DGRPHãþD
SIST EN ISO 15630-1:2003
Jeklo za armiranje in prednapenjanje betona - Metode preskušanja - 1. del:
Armaturne palice, palice iz žice in žica (ISO 15630-1:2010)
Steel for the reinforcement and prestressing of concrete - Test methods - Part 1:
Reinforcing bars, wire rod and wire (ISO 15630-1:2010)
Stähle für die Bewehrung und das Vorspannen von Beton - Prüfverfahren - Teil 1:
Bewehrungsstäbe, walzdraht und draht (ISO 15630-1:2010)
Aciers pour l'armature et la précontrainte du béton - Méthodes d'essai - Partie 1: Barres,
fils machine et fils pour béton armé (ISO 15630-1:2010)
Ta slovenski standard je istoveten z: EN ISO 15630-1:2010
ICS:
77.140.15 Jekla za armiranje betona Steels for reinforcement of
concrete
SIST EN ISO 15630-1:2011 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN ISO 15630-1:2011
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SIST EN ISO 15630-1:2011
EUROPEAN STANDARD
EN ISO 15630-1
NORME EUROPÉENNE
EUROPÄISCHE NORM
October 2010
ICS 77.140.15 Supersedes EN ISO 15630-1:2002
English Version
Steel for the reinforcement and prestressing of concrete - Test
methods - Part 1: Reinforcing bars, wire rod and wire (ISO
15630-1:2010)
Aciers pour l'armature et la précontrainte du béton - Stähle für die Bewehrung und das Vorspannen von Beton -
Méthodes d'essai - Partie 1: Barres, fils machine et fils pour Prüfverfahren - Teil 1: Bewehrungsstäbe, -walzdraht und -
béton armé (ISO 15630-1:2010) draht (ISO 15630-1:2010)
This European Standard was approved by CEN on 14 October 2010.
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 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 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, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2010 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 15630-1:2010: E
worldwide for CEN national Members.
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SIST EN ISO 15630-1:2011
EN ISO 15630-1:2010 (E)
Contents Page
Foreword .3
2
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SIST EN ISO 15630-1:2011
EN ISO 15630-1:2010 (E)
Foreword
The text of ISO 15630-1:2010 has been prepared by Technical Committee ISO/TC 17 “Steel” of the
International Organization for Standardization (ISO) and has been taken over as EN ISO 15630-1:2010 by
Technical Committee ECISS/TC 104 “Concrete reinforcing and prestressing steels” 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 April 2011, and conflicting national standards shall be withdrawn at the
latest by April 2011.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN ISO 15630-1:2002.
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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia,
Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,
Sweden, Switzerland and the United Kingdom.
Endorsement notice
The text of ISO 15630-1:2010 has been approved by CEN as a EN ISO 15630-1:2010 without any
modification.
3
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SIST EN ISO 15630-1:2011
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SIST EN ISO 15630-1:2011
INTERNATIONAL ISO
STANDARD 15630-1
Second edition
2010-10-15
Steel for the reinforcement and
prestressing of concrete — Test
methods —
Part 1:
Reinforcing bars, wire rod 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 15630-1:2010(E)
©
ISO 2010
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
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ii © ISO 2010 – All rights reserved
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
Contents Page
Foreword .v
Introduction.vi
1 Scope.1
2 Normative references.1
3 Symbols.1
4 General provisions concerning test pieces.3
5 Tensile test.3
5.1 Test piece .3
5.2 Test equipment .3
5.3 Test procedure.4
6 Bend test .5
6.1 Test piece .5
6.2 Test equipment .5
6.3 Test procedure.5
6.4 Interpretation of test results.6
7 Rebend test .6
7.1 Test piece .6
7.2 Test equipment .6
7.2.1 Bending device .6
7.2.2 Rebending device.6
7.3 Test procedure.6
7.3.1 General .6
7.3.2 Bending .7
7.3.3 Artificial ageing.7
7.3.4 Rebending .7
7.4 Interpretation of test results.7
8 Axial force fatigue test.8
8.1 Principle of test.8
8.2 Test piece .8
8.3 Test equipment .8
8.4 Test procedure.9
8.4.1 Provisions concerning the test piece.9
8.4.2 Upper force (F ) and force range (F ).9
up r
8.4.3 Stability of force and frequency.9
8.4.4 Counting of force cycles.9
8.4.5 Frequency.9
8.4.6 Temperature.9
8.4.7 Validity of the test.9
9 Chemical analysis .9
10 Measurement of the geometrical characteristics.10
10.1 Test piece .10
10.2 Test equipment .10
10.3 Test procedure.10
10.3.1 Heights of transverse ribs or depths of indentations.10
10.3.2 Height of longitudinal ribs (a′) .10
10.3.3 Transverse rib or indentation spacing (c).10
10.3.4 Pitch (P) .11
© ISO 2010 – All rights reserved iii
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
10.3.5 Part of the circumference without ribs or indentations (Σe ).11
i
10.3.6 Transverse rib or indentation angle (β) .11
10.3.7 Transverse rib flank inclination (α).11
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 ).13
R P
11.1 Introduction.13
11.2 Measurements.13
11.3 Calculation of f .13
R
11.3.1 Relative rib area .13
11.3.2 Simplified formulae.14
11.3.3 Formula used for the calculation of f .14
R
11.4 Calculation of f .15
P
11.4.1 Relative indentation area .15
11.4.2 Simplified formulae.15
11.4.3 Formula used for the calculation of f .16
P
12 Determination of deviation from nominal mass per metre.16
12.1 Test piece .16
12.2 Accuracy of measurement.16
12.3 Test procedure.16
13 Test report .17
Bibliography .18
iv © ISO 2010 – All rights reserved
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(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.
International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2.
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 document may be the subject of patent
rights. ISO shall not be held responsible for identifying any or all such patent rights.
ISO 15630-1 was prepared by Technical Committee ISO/TC 17, Steel, Subcommittee SC 16, Steels for the
reinforcement and prestressing of concrete.
This second edition cancels and replaces the first edition (ISO 15630-1:2002), which has been technically
revised.
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
© ISO 2010 – All rights reserved v
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
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 the testing of metals, in general, as they are applicable.
Complementary provisions have been given if needed.
vi © ISO 2010 – All rights reserved
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SIST EN ISO 15630-1:2011
INTERNATIONAL STANDARD ISO 15630-1:2010(E)
Steel for the reinforcement and prestressing of concrete — Test
methods —
Part 1:
Reinforcing bars, wire rod and wire
1 Scope
This part of ISO 15630 specifies test methods applicable to reinforcing bars, wire rod and wire for concrete.
2 Normative references
The following referenced documents are indispensable for the application 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 6892-1, Metallic materials — Tensile testing — Part 1: Method of test at room temperature
ISO 7500-1, Metallic materials — Verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Verification and calibration of the force-measuring system
ISO 9513, Metallic materials — Calibration of extensometers used in uniaxial testing
3 Symbols
The symbols used in this part of ISO 15630 are given in Table 1.
Table 1 — Symbols
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, 11.3.2,
m
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 length ∆l, 11.3.1, 11.4.1
s,i
or average depth of a portion i of an indentation subdivided into p parts of
width ∆b
a mm Rib height at the quarter-point or indentation depth at the quarter of their 10.3.1.2, 11.3.2,
1/4
width 11.4.2
a mm Rib height at the three-quarters point or indentation depth at the three- 10.3.1.2, 11.3.2,
3/4
quarters of their width 11.4.2
A % Percentage elongation after fracture 5.1, 5.3
A % Percentage non-proportional elongation at maximum force (F) 5.3
g m
© ISO 2010 – All rights reserved 1
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
Table 1 (continued)
Symbol Unit Description Reference
A % Percentage total elongation at maximum force (F) Clause 5
gt m
b mm Width of transversal rib at the mid-point or width of indentation 10.3.8
c mm Transverse rib or indentation spacing 10.3.3, 11.3
d mm Nominal diameter of the bar, wire rod or wire 5.3, 8.2, 8.4.7, 11.3
D mm Diameter of the mandrel of the bending device in the bend or rebend test 6.3, 7.3.2
e mm Average gap between two adjacent rib or indentation rows 10.3.5
f Hz Frequency of force cycles in the fatigue test 8.1, 8.4.3
f — Relative indentation area Clause 11
P
f — Relative rib area Clause 11
R
F N Maximum force in the tensile test 5.3
m
2
F mm Area of the longitudinal section of one indentation 11.4.1
P
F N Force range in the axial force fatigue test 8.1, 8.3, 8.4.2, 8.4.3
r
2
F mm Area of the longitudinal section of one rib 11.3.1
R
F N Upper force in the axial force fatigue test 8.1, 8.3, 8.4.2, 8.4.3
up
l mm Length of the transverse rib at the rib-core interface Figure 6
n, m, q, p — Quantities used in formulae defining f , f , F and F 11.3, 11.4
R P R P
P mm Pitch for cold-twisted bars 10.3.4, 11.3
r mm Distance between the grips and the gauge length for the manual 5.3
1
measurement of A
gt
r mm Distance between the fracture and the gauge length for the manual 5.3
2
measurement of A
gt
R MPa Upper yield strength 5.3
eH
R MPa Tensile strength 5.3
m
R MPa 0,2 % proof strength, non-proportional extension 5.2, 5.3
p0,2
2
S mm Nominal cross-sectional area of the bar, rod or wire rod 8.4.2
n
α ° Transverse rib flank inclination 10.3.7
β ° Angle between the axis of a transverse rib or indentation and the bar, 10.3.6, 11.3
wire rod or wire axis
γ ° Angle of bend in the bend or rebend test 6.3, 7.3.1 (Figure 4),
7.3.2
∆l mm Incremental part of the length of the transverse rib at the rib-core Figure 6
interface
δ ° Angle of rebend in the rebend test 7.3.1 (Figure 4),
7.3.4
λ — Empirical factor in empirical formulae of f and f 11.3.2, 11.4.2
R P
2σ MPa Stress range in the axial force fatigue test 8.4.2
a
σ MPa Maximum stress in the axial force fatigue test 8.4.2
max
e mm Part of the circumference without indentation or rib 10.3.5, 11.3.2,
i
∑
11.4.2
2
NOTE 1 MPa = 1 N/mm .
a
In some product standards, the symbol h is also used for this parameter.
2 © ISO 2010 – All rights reserved
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
4 General provisions concerning test pieces
Unless otherwise agreed or specified in the product standard, the test piece shall be taken from the bar, wire
rod or wire in the as-delivered condition.
In the case of a test piece taken from coil, the test piece shall be straightened prior to any tests by a bend
operation with a minimum amount of plastic deformation.
NOTE The straightness of the test piece is critical for the tensile test and the fatigue test.
1)
The means of straightening the test piece (manual, machine) shall be indicated in the test report .
For the determination of the mechanical properties in the tensile test and the fatigue test, the test piece may
be artificially aged (after straightening if applicable), depending on the requirements of the product standard.
If the product standard does not specify the ageing treatment, the following conditions should be applied:
+15
heating the test piece to 100 °C, maintaining at this temperature ±10 °C for a period of 1 h min and then
0
cooling in still air to ambient temperature.
If an ageing treatment is applied to the test piece, the conditions of the ageing treatment shall be stated in the
test report.
5 Tensile test
5.1 Test piece
In addition to the general provisions given in Clause 4, the free length of the test piece shall be sufficient for
the determination of the percentage elongations in accordance with 5.3.
If the percentage elongation after fracture (A) is determined manually, the test piece shall be marked in
accordance with ISO 6892-1.
If the percentage total elongation at maximum force (A ) is determined by the manual method, equidistant
gt
marks shall be made on the free length of the test piece (see ISO 6892-1). The distance between the marks
shall be 20 mm, 10 mm or 5 mm, depending on the test piece diameter.
5.2 Test equipment
The testing machine shall be verified and calibrated in accordance with ISO 7500-1 and shall be at least of
class 1.
If an extensometer is used, it shall be of class 1 in accordance with ISO 9513 for the determination of R ;
p0,2
for the determination of A , a class 2 extensometer (see ISO 9513) can be used.
gt
Any extensometer used for the determination of the percentage total elongation at maximum force (A ) shall
gt
have a gauge length of at least 100 mm. The gauge length shall be indicated in the test report.
1) For routine tests conducted by the reinforcing steel producers, the test information, including the test piece condition
and method of straightening, should be contained within internal documentation.
© ISO 2010 – All rights reserved 3
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SIST EN ISO 15630-1:2011
ISO 15630-1:2010(E)
5.3 Test procedure
The tensile test shall be carried out in accordance with ISO 6892-1. For the determination of R , if the
p0,2
straight portion of the force-extension diagram is limited or not clearly defined, one of the following methods
shall be applied:
⎯ the procedure recommended in ISO 6892-1;
⎯ the straight portion of the force-extension diagram shall be considered as the line joining the points
corresponding to 0,2F and 0,5F .
m m
In case of dispute, the second procedure shall be applied.
The test may be considered invalid if the slope of this line differs by more than 10 % from the theoretical value
of the modulus of elasticity.
For the calculation of tensile properties (R or R , R ), the nominal cross-sectional area shall be used,
eH p0,2 m
unless otherwise specified in the relevant product standard.
Where fracture occurs in the grips or at a distance from the grips less than 20 mm or d (whichever is the
greater), the test may be considered as invalid.
For the determination of percentage elongation after fracture (A), the original gauge length shall be 5 times the
nominal diameter (d), unless otherwise specified in the relevant product standard. In case of dispute, A shall
be determined manually.
For the determination of the percentage total elongation at maximum force (A ), ISO 6892-1 shall be applied
gt
with the following modification:
⎯ if A is determined by the manual method after fracture, A shall be calculated from the following
gt gt
formula:
AA=+R /2 000 (1)
gt g m
where A is the percentage non-proportional elongation at maximum force.
g
The measurement of A shall be made on the longer of the two broken parts of the test piece on a gauge
g
length of 100 mm, as close as possible to the fracture but at a distance, r , of at least 50 mm or 2d (whichever
2
is the greater) away from the fracture. This measurement may be considered as invalid if the distance, r ,
1
between the grips and the gauge length is less than 20 mm or d (whichever is the greater). See Figure 1.
In case of dispute, the manual method shall apply.
a
Grip length.
b
Gauge length 100 mm.
Figure 1 — Measurement of A by the manual method
gt
4 © ISO 2010 – All rights reserved
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