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A.ttachment 9.4
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Pagst26 of l3"l
NORME
NTERNATIONALE
CEI
IEC
60652
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NTERNATIONAL
STANDARD
Deuxieme edition
Second edition
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2002_06
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Essais m6caniques des structures
de lignes a6riennes
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Loading tests on overhead line
structu res
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o lEc 2002 Droits de rdproduction r€serv6s
-
copyright - all rights reserved
ni
Aucune partie de cette publication ne..peut ctre reproduite
No pa( of this publication may be reproduced or utitized in any
utilisde sous quelque forme que ce soit et par aucun procdd6, form
or by any means, etectronic'oi-irJ.janical, including
electronique ou mecanique, y compris la photocopi; et
photocopying and microfilm, without permission in writing
fronl
microfilms, sans I'accord dcrit de
itre pubtisher,
t,dditeur.
les
lntemationar Erectrotechni€r commission, 3, rue da varemb6, po
Box 13i, cH-1211 Geneva 20, switzerrand
Terephone:+41 229190211 Terefax: +4r 229190300 E-mair:inmair@iec.ch
web: www.iec.ch
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commission Etecrrolechnique tnternationate
tnrernallonat ttectrotechnical commission
, MexAyHapoAHan Snexrporexrruecxan Kourccug
CODE PRIX
pRICE CODE
L
poutpix.voicatalogueellvigueur
For pdce, see curcnl calalogue
i::,&T-il6-04
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Attachment 9.4
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Num6rotation des publications
Publication numbering
Depuis le 1er janvier 1997, les publications de ta CEI
sont numerotees a partir de 60000. Ainsi, la CEI 34-1
devient la CEI 60034-1
As from 1 January 1997 all IEC publications are
issued with a designation in the 60000 series. For
Editions consolid6es
Consolidated editions
Les versions consolidees de certaines publications de la
The IEC is now publishing consolidated versions of its
publications. For example, edition numbers 1.0. 1.1
and 1.2 refer, respectively, to the base publication,
the base publication incorporating amendment 1 and
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CEI incorporant les amendements sont disponibles. par
exemple, les num6ros d'6dition 1.0, 1.1 et .1.2 indiquent
respectivement la publication de base, la publication de
base incorporant l'amendement 1, et la publication de
base incorporant les amendements .l et 2.
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example, IEC 34-1 is now referred to as IEC 60034-1.
the base publication incorporating amendments
and 2.
lnformations suppl6mentaires
sur les publications de la CEI
Further information on IEC publications
Le contenu technique des publications de la CEI est
constamment revu par la CEI afin qu,il reflete l,6tat
actuel de la technique. Des renseignements relatifs d
The technical content of IEC publications is kept
cette publication, y compris sa validit6, sont disponibles dans le Catalogue des pubtications de la CEI
(voir ci-dessous) en plus des nouvelles 6ditions,
under constant review by the lEC, thus ensuring that
the content reflects current technology. lnforriation
relating to this publication, including its validity, rs
available in the IEC Catalogue of publicaiions
(see below) in addition to new editions, amendments
t:
amendements et corrigenda. Des informations sur les
sujets e l'6tude et l'avancement des travaux entrepris
par le comit6 d'etudes qui a 6labo16 cette publication,
and corrigenda. lnformation on the subjects under
consideration and work in progress undertaken by the
t,
egalement disponibles par I'interm6diaire de:
is also available from the following:
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ainsi que la liste des publications parues, sont
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Catalogue des publications de la CEI
publication, as well as the list of publications issued,
technical committees and date of publication. On-
line information is also available on recently
issued publications, withdrawn and replaced
publications, as well as corrigenda.
cees ou retir6es, ainsi que sur les corrigenda.
.
IEC Just Published
.
Ce 16sum6 des dernidres publications parues
(.,r::t w_iEg-eh_/J-P.-h.!11) est aussi disponibte par
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Service clients
Si vous avez des questions au sujet de cette
publication ou avez besoin de renseignements
supplementaires, prenez contact avec le Service
cl i e nts:
Email: cirsiseJv@iec ctl
T6l: +41 22 919 02 11
Fax: +4 1 22 919 03 00
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Please contact the Customer Service Centre (see
below) for further information.
d'informations.
.
IEC Just Published
This summary of recenily issued publications
(vYivivl99,9lf!qum) is also available by emait.
courrier 6lectronique. Veuillez prendre contact
avec le Service client (voir ci-dessous) pour plus
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Catalogue of IEC publications
(www.iec.ch/cailq-e.htm) enables you to search
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en ligne sont 69alement disponibles sur les
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IEC Web Site (www.iec.ch)
The on-line catalogue on the IEC web site
comprenant des recherches textuelles, par comitd
d'6tudes ou date de publication. Des iniormaiions
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Site web de la CEI (www.iec-ch)
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Le catalogue en ligne sur le site web de la CEI
(Li!:i'd.19!--r:n/Qallg:i htm) vous permet de faire des
recherches en utilisant de nombreux criteres,
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1
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trAT-06-04
Attaclrment 9.4
rage"i?.E or l_19
60652 o IEC:2002
-3CONTENTS
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FOREWORD.
1
2
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4
A
6
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7
8
9
Load application
9.1 Combined 1oads..........
9.2 Precautions for load application
9.3 Load levels
9.4 Tolerances on applied loads ..........
9.5 Loading rate and holding period
I
0 Measurements................
10.1 Load and angle measurements.
10.2 Deflection measurements...............
10.3 Strain measurements..............
11 Sequence of test loading cases..........
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12 Video documentation
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3 Acceptance criteria
rq premature failure.....
14.2 Sample tests
..............13
...............13
....................15
.............15
............... i 5
. .................. 15
. .....17
....................17
..............17
......................17
....................17
.......17
..........17
....... 1
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FAT-06-0;
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Attachnrent 9.4
PaEeJ2I of Eg
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60652 o IEC:2002
-5-
INTERNATIONAL ELECTROTECHNICAL COMMISSION
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LOADING TESTS ON OVERHEAD
LINE STRUCTURES
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FOREWORD
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1) The lEc (lnternational Electrotechnical Commission) is a worldwide organization for standardization comprising
all national electrotechnical committees (lEC National Committees)i The object of the IEC is to promote
international co-operation on all questions concerning standardization in thl
electrical and electronic fields. To
this end and in addition to other activities, the IEC publishes lnternational standards.
rneii lielaration is
entrusted to technical committees; any IEC Nationai Committee interested in the
subject dealt with may
participate in this preparatory work. lnternational, governmental and
non-governmental organizations liaising
with the IEC also particrpate in this preparation. ThelEC cottaooratei ctoierv- witn
the lnterna-tionit
orjanization
for standardization (lso) in accordance with condiiions determined by agreement between
the
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two
organizations.
2) The formal decisions or agreements of the IEC on technical matters express, as nearly as possible,
an
international consensus of opinion on the relevant subjects since each
technical committee fiasieliJs"ntation
from all interested National Committees.
3) The documents produced have the form of recommendations for international use and are published in
of standards, technical specifications, technical reports or guides and they are accepted by the the form
National
Committees in that sense.
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4) ln order to promote international unification, IEC National Committees undertake to apply IEC lnternational
Standards transparenily to the maximum extent possible in their national and
regional standards. Any
divergence between the IEC standard and the corresponding national or regional
standard shall be clearly
indicated in the latter.
5) The IEC provides no marking procedure to indicate its approval and cannot be rendered responsible
equipment declared to be in conformity with one of its standards.
6) Attention rs drawn to the possibility that some of the elements of this lnternational Standard may
of patent rights. The IEC shall not be held responsible for identiiyin! a"v
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lnternational standard lEc 60652 has been prepared by IEC technical committee
lines
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such patent rights.
for any
be the subject
1 1: overhead
.
This second edition cancels and replaces the first edition, published in 1979,
a technical revision.
and constitutes
The text of this standard is based on the following documents:
FDIS
1
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1/167/FDtS
Report on voting
1
1/168/RVD
Full information on the voting for the approval of this standard can be found
in the report on
voting indicated in the above table.
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This publication has been drafted in accordance with the ISO/lEC Directives, part
The committee has decided that the contents of this publication will remain
unchanged until 2004.
At this date, the publication will be
.
.
.
.
reconfirmed;
withdrawn;
replaced by a revised edition, or
amended.
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FAT-CI6-04
Attachnrent 9.4
PageJ-3ri ar L34
60652 o IEC:2002
-7 LOADING TESTS ON OVERHEAD
LINE STRUCTURES
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Scope
This lnternational Standard codifies the methods of testing supports for overhead lines.
It is applicable to the testing of supports and structures of overhead lines for voltages above
45 kV; it can also serve as reference to the testing of lower voltage supports.
There is no restriction on the type of material used in the fabrication of the supports
which may
include, but not be limited to, metallic alloys, concrete, timber, laminated wood
and composite
materials. lf required by the client, this standard may also be applied to the testing
of
telecommunication supports, railway/tramway overhea-d electrificaiion su jports,
Liectrical
.
substation gantries, street lighting columns, wind turbine towers, ski-lift suppoiti,
"id.
Tests on reduced scale models of supports are not covered by this standard.
Normative references
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The following referenced documents are indispensable for the application of this
document. For
dated
only the edition cited applies. For undated references, the latest edition of
-references,
the referenced document (including any amendments) applies.
l-EC 60050(466):1990, lnternational Electrotechnical Vocabutary (tEV)
Overhead lines
Chapter 466:
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lSo/lEc 17025:1999, Genera! requirements for the competence of testing and calibration
laboratories
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3 Definitions
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For the purposes of this lnternational Standard, the following definitions apply. The definitions
listed below supplement those given in IEC 60050(a66).
3.1
client
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organization which contracts with the testing station and provides the test specification
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3.2
design load
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load for which the support has been designed
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-9-
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3.3
failure load
point at which the support cannot carry any additional load
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NoTE lt is also known as the limit state failure load and is determined during a destruction test on
the support.
3.4
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test report
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document summarizing all the relevant aspects of the tests
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4 Categories of tests
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With respect to the purpose of the test, the level of instrumentation and the method of
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execution, this standard refers to two categories of tests:
a) design tests;
b) sample tests.
4.1 Design tests
Design tests are normally carried out on prototype supports, with one or more
of the following
objectives:
a) as part of a research and/or development programme in the design of an innovative
support;
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b) to verify compliance of the support design with the specifications (also known as type
tests);
c) to develop and/or varidate a new design standard or methodorogy;
d) to develop and/or validate new fabrication processes.
When tests are carried out to verify design parameters, the test support shall be
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as far
as possible to the production supports (see clause 5, first parifraph;. Testsidentical
on rutt scate
sections or part of the support may also be undertaken.
Design tests shall be carried out to at least the design load or to failure, especially when
testing
according to 4.1 b) and/or 4.1c).
4.2
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Sample tests
These are intended for use either prior to or during the fabrication of the production
of a batch
of supports to act as a check on.the quality oi thifabrication, or on the materials being
used.
The support may be taken at random tiom fne production supports ouiirg
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Sample tests are taken.to a specific percentage of the design load (usually
100 %), as
stipulated in the test specification
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Atlacliment 9.4
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60652 @ IEC:2002
-11 -
5 General test criteria
For a design test (ac-cording to 4.1b) or 4.'lc)), the material(s) and the manufacturing
processes used in the fabrication of the prototype support shall be
io the same specifications
as
.those. used during the fabrication of the production supports. These specitiiations shall
include the member sectional properties, connection details,'e.g. bolt or weld sizes, material
grades and fabrication processes. Prior to the commencem6nt of the prototype
support
fabrication, agreement shall be made with regard to the surface coating of the support.
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Agreement shall also be made with respect to the organization responsible for the checking
of
the support prior to the testing.
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lf a sample test is required on a production support, the components may be chosen at
random
from the batch.
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whether it is for the design test (according to 4.1b)) or the sample test, the support
shall
successfully withstand the loads specified by the clieni.
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4.f requrred b.v.the client, the testing station shall be accr:edited by an external organization
!9 p9{9rm this type of test according to the procedures oi quaiity assurance defined by
tso/tEC 17025.
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Test specification
Th.e client shall prepare and transmit to the testing station, at an agreed time prior
to the
delivery of the support, the following appropriate infoimation:
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Workshop and/or erection drawings of the support.
The mass of each section of the support.
Precautions to be observed during the unloading and unpacking.
Requirements for lhe support.assembly or disassembly, including if necessary
details for
lifting the support from the horizontal.
Bolt tightening requirements.
The tensions for any guys.
Nominal force to be applied during slip-joining of sections and/or slip-joint length
and their
respective tolerances.
Foundation setting tolerances and verticality tolerances of the support.
The category of the test (design or sample).
The exact position of the load application points for each loading case.
' The design loads to be appried on the support for each roading case.
' All reactions induced on the foundations of the test support for each loading case.
. lf the support is to be realigned between individual tests.
,./ o The location of the deflection measuring points for each loading case.
r' . The position and the orientation of strain gauges.
v . The areas of the test support to be filmed during the test.
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A,ttaclrnrent 9.4
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Page-13,3 af
60652 o IEC:2002
- 13 -
7 Test programme
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The test programme shall be submitted to the client at an agreed date before
the test. This
document shall be approved by the client and returned to the testing station
within an agreed
period.
The test programme shall include but not be limited to the following information:
.
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The expected test date.
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A drawing of the test rigging arrangement and attachment details.
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A description of the proposed foundations for the test support.
The method of load application.
The position of the dynamometers and/or load cells and the position of angle
transducers in
the case of resultant load applications.
The position of deflection measurement points.
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The position and orientation of strain gauges if appropriate.
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The tolerances (loads, resultant angles, deflections, strain gauges).
'
The category of the test (design or sample).
Details of applied loads for each test load case, load increment and holding period.
Holding period for the final level.
Loading rate for elastic-plastic materials and creep-sensitive materials.
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8 Assembly of support
The test support shall be erected on a footing that simulates the design assumption.
The testing station shall proceed with the assembly of the support in accordance with
instructions provided by the client.
the
ln the case where the testing station encounters a difficulty in the assembly or erection
of the
support, the client shall be informed and shall decide on the modifications reluireJ. -assembly shall be provided by rhe testing station. This
lt^:"^9i1]"q
tyF@l,Esport.-of
report may inclUde
a video of fhe different phases of the assembly ahd any parttular difficulty
encountered. \
\-t-------
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9 Load application
Loading cases (loads, directions, and load application points) are stated by
the client in the test
specification.
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lf, for practical purposes, certain.loads (e.g. due to wind on the support) have
the value of thb resultant, its direction, ind its application point shall be to be combined,
shown in the test
programme.
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Combined loads
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60652 @ IEC:2002
9.2
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Precautions for load application
The dynamometer/load cells shall be located in the test rigging as close
as practical to the load
application point on the support.
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Similarly, it is recommended that the test rigging should be arranged so
as to minimize any
load eccentricity.
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The testing station shall minimize the influence of any contact between
the test rigging and the
support; where this is not practical, this shall be drawn to the client's attention.
Unless otherwise agreed, it is recommended that the difference between the
required load and
Ouring the test
the measured load at any individual load application point and at any time
should not exceed S %.
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.: Loa.ds shall be applied il g.u."n a way as to avoid any dynamic effect. However, joint slippage
during the support test shall be accefted.
9.3
Load levels
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The test loads shall be applied in increments to 50 %, 75 %, g0 %, 95 o/o
specified loads.
afid 100 % of the
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lf required by the crient, additional road levers may be considered.
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9.4
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Tolerances on applied loads
For each load level, the applied load measurements shall be oonsidered
acceptable if they are
within the limits shown in table 1 below:
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Table 1 - Load tolerances
Load level
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Acceptable range
ok
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50
49 to 51
75
74 to 76
90
89 to 91
95
94 to 96
100
100 to102
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9.5
Loading rate and holding period
For each load increment, the time taken for the load application depends
upon the facilities of
the testing station and the time needed for the toads to'# ;;ir;i";
in accordance with g.4.
For the final 100 % level, the loads shall be maintained for a minimum
of 1 min and for a
maximum of 5 min. The holding period chosen for the final level
shall be included in the test
programme.
For supports made of creep-sensitive materials, different loading
may apply.
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rates and holding periods
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60652 o IEC:2002
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-17-
10 Measurements
10.1 Load and angle measurements
]
The accuracy of the dynamometers and/or loa/,.66iG))d/or angle transducers
shall be such
that errors in measurement are not greater ti$n 1 % att full scaie
the effect of the
lincluoing
test rigging) The accuracy specified assumes \$gld#o deviation of 3
o.
i
All dynamometers and/or load cells and/or angle transducers shall be calibrated before
and
after every test series. The calibration instruments shall be certified at least on"" y""..
"
All applied loads and/or resultant angles shall be recorded.
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10.2 Deflection measurements
At each load level and when the support is stable, support deflection shall be measured
in
accordance with the test specification. The accuracy oi measurements
shall be 25 mm. The
accuracy specified assumes a standard deviation of 3 o.
10.3 Strain measurements
lf requested by the client, strain measurement shall be obtained in accordance with accepted
industry standards. The testing station shall provide the accuracy of measurement
gauges and/or the instrumented members and synchronize th'e measurements of the strain
with applied
loads.
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1'l Sequence of test loading cases
The sequence of test loading cases shall be determined by the client and
stated in the test
specification. lt is recommended to choose first those tests'niving the least
influence on the
results of the successive tests. lf agreed by the client, the testing-station
may adjusi the test
sequence to simplify.the test operations or to reduce the cost of the test.
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12 Video documentation
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It is recommended that the entire test should be video recorded and
the video cross-referenced
with the measurements.
13 Acceptance criteria
The performance of the support shall be considered acceptable if it resists
loads (at 1oo %) for 1 min without failure of. any
longer holding period may have been specified.
"ornpon"nt"
the specified design
or assemblies even though a
Permanent local deformations such as bowing or twisting of
secondary
members and
components are acceptable. ovalization of holeslnd permanlnt
deformation'or ooits ir,"tt o"
accepted.
Additionally, the requirement of clause 15 shall be fulfilled.
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Attaclrment 9.4
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60652 o tEC:2002
- 19 -
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14 Premature failure
14.1 Design tests
ln the event of failure at less than 95 % of the specified design load, the failed component(s)
shall be retested to resist
m-a_y be replaced by other component(s). The modified strulture
10O % of the specified design loads.
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ln the event of failure between g5 % and less than 1OO % of the specified design loads, with
the exception of the final load case (frequently the destruction load case), tne sulpoiiin"tt o"
modified and retested. lf failure occurs in the final load case, the client may eteci 'not to retest
the modified support.
ln the event of failure at 100 % of the specified design loads but at less than 1 min into the
holding period, the client may accept the support without modification
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14.2 Sample tests
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In
the event of a failure at less than 100 % of the specified design load, the failed
component(s) shall be replaced by identical components and the support retested. ln
the event
of a subsequent failure, the client may reject the batch of supports irom which tne
tesi support
has been drawn,
ln the event of a failu-re at 100 % of the specified design load but at less than 1 min into
the
holding period, the client may accept the batch of sup-ports from which the test
iufport nas
been drawn.
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14.3 Replacement of components
The.partial or complete replacement or modification of elements, assemblies and complete
sections of the support is the responsibility of the client.
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15 Material specification
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The selection of mater.ials, manufacturing tolerances and engineering properties (i.e. geometrical and mechanical characteristics) toi tne support are the i".ponii'oirity 6iiii"
.ri""t.
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The materials used for the fabrication of a prototype support shall be representative of the
materials used in production structures and within the appropriate industry sb"cii"jiion.
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on completion of the test series, it is recommended to take samples from the prototype
support in order to verify the compliance of the material with the specifications.
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The number and location of samples are the responsibility of the client.
lf the components of the support do not fufil the requirements of the applicable industry
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standards, the client may declare the test invalid and reject the support.
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FAT-06-04
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Attachment 9.zl
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60652 o IEC:2002
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-21 -
16 Test report
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The testing station shall document all relevant test information and data.
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The test report shall include the following data:
a) lndication of the appticabte standard for testing supports (tEc 60652)
b) Designation, type, and description of the support.
c) Name of the support manufacturer.
d) Name of the support designer.
e) Name of the client.
f) Dates and location of testing.
S) Names of the persons present during the tests.
h) List of workshop and/or erection drawings of the test support, including any modifications.
i) Methods and measurements of the joints assembly.
j) Description of all anomalies and difficulties met during the assembly as well as corrective
measures adopted by the client.
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k)
Rigging drawing used to apply the test loads.
r)
Brief description of the test facility including the number, location, range and calibration
charts or tables of every load and angle transducer or other load'meaJuring Oevicei, as
well as the accuracy of the equipment used to measure the test loads.
m) Loads required at the various points on the.support and at each load level.
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Holding period for the final level.
o) Calibration records
p)
Deflection measurements.
q)
Strain gauge measurements if appropriate.
r)
ln case of failure:
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maximum loads applied to the support prior to failure;
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a description of the failure;
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when required by the client, engineering properties of the failed component(s);
if requlred by the client, a video film of the failure.
s) Photographs showing the whole support before, during and after tests and, where approI
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priate, details of any failure.
t) Local meteorological data during the tests series (e.g. wind speed and direction,
temperature, etc.).
u) lf required by the client, observations of noticeable permanent deformations during the
dismantling.
v) When applicable, the number of the certificate of quality assurance of the station according
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to ISO/lEC 17025.
w) lf required by the client, the engineering properties of component samples taken from the
support.
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FAT-06-04
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Attachment 9.4
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60652 @ IEC:2002
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17 Record and traceability
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-23-
The testing station shall keep a record of all relevant information for a time period of
at least
10 years or as required by the client. Relevant information includes the test
ieport, calibration
and test data, deflection and load time histories, rigging drawings and available video and
still
rmages,
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The disposition or storage of the test support is the responsibility of the client.
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