Zinc coatings - Guidelines and recommendations for the protection against corrosion of iron and steel in structures - Part 1: General principles of design and corrosion resistance (ISO 14713-1:2009)

This part of ISO 14713 provides guidelines and recommendations regarding the general principles of design which are appropriate for articles to be zinc coated for corrosion protection and the level of corrosion resistance provided by zinc coatings applied to iron or steel articles, exposed to a variety of environments. Initial protection is covered in relation to ? available standard processes, ? design considerations, and ? environments for use. This part of ISO 14713 applies to zinc coatings applied by the following processes: a) hot dip galvanized coatings (applied after fabrication); b) hot dip galvanized coatings (applied onto continuous sheet); c) sherardized coatings; d) thermal sprayed coatings; e) mechanically plated coatings; f) electrodeposited coatings. These guidelines and recommendations do not deal with the maintenance of corrosion protection in service for steel with zinc coatings. Guidance on this subject can be found in ISO 12944-5 and ISO 12944-8.

Zinküberzüge - Leitfäden und Empfehlungen zum Schutz von Eisen- und Stahlkonstruktionen vor Korrosion - Teil 1: Allgemeine Konstruktionsgrundsätze und Korrosionsbeständigkeit (ISO 14713-1:2009)

Dieser Teil von ISO 14713 bietet Leitfäden und Empfehlungen betreffend der allgemeinen Grundlagen der
Gestaltung von Gegenständen, auf die zum Zweck des Korrosionsschutzes ein Zinküberzug aufgebracht wird
und des Ausmaßes der Korrosionsbeständigkeit, der durch Zinküberzüge auf Gegenständen aus Eisen und
Stahl in verschiedenen Umgebungen erreicht wird. Der Erstschutz wird erfasst hinsichtlich
⎯ der verfügbaren genormten Verfahren,
⎯ der konstruktiven Gesichtspunkte und
⎯ der bei der Anwendung vorliegenden Umgebungen.
Dieser Teil von ISO 14713 wird auf folgende Verfahren angewandt:
a) feuerverzinkte Überzüge (aufgebracht nach der Fertigung);
b) feuerverzinkte Überzüge (aufgebracht auf Stahlband);
c) sherardisierte Überzüge;
d) thermisch gespritzte Überzüge;-
e) mechanisch plattierte Überzüge;
f) galvanisch abgeschiedene Überzüge.
Nicht erfasst wird in diesen Leitfäden und Empfehlungen die Instandsetzung des Korrosionsschutzes für Stahl
durch Zinküberzüge unter Einsatzbedingungen. Für einen Leitfaden zur Instandsetzung, siehe ISO 12944-5
und ISO 12944-8.
ANMERKUNG Es gibt eine große Anzahl von Produktnormen (z. B. für Nägel, Befestigungselemente, duktile Eisenrohre
usw.), in denen spezifische Anforderungen an die angewendete Verzinkung festgelegt werden, die über die in
diesem Teil von ISO 14713 angegebenen allgemeinen Anforderungen hinausgehen. Diese Anforderungen, die für ein
bestimmtes Produkt gelten, haben Vorrang bezüglich dieser angegebenen allgemeinen Empfehlungen.

Revêtements de zinc - Lignes directrices et recommandations pour la protection contre la corrosion du fer et de l'acier dans les constructions - Partie 1: Principes généraux de conception et résistance à la corrosion (ISO 14713-1:2009)

L'ISO 14713-1:2009 fournit des lignes directrices et des recommandations concernant les principes généraux de conception appropriés pour les pièces revêtues de zinc pour la protection contre la corrosion et le niveau de résistance à la corrosion assuré par les revêtements de zinc appliqués aux pièces en fer ou en acier, exposées à de nombreux environnements. La protection initiale est traitée en relation avec
les procédés normalisés existants,
les considérations théoriques, et
les environnements d'utilisation.
L'ISO 14713-1:2009 s'applique aux revêtements de zinc appliqués au moyen des procédés suivants:
revêtements obtenus par galvanisation à chaud (appliqués après fabrication);
revêtements obtenus par galvanisation à chaud (appliqués sur tôle en continu);
revêtements obtenus par shérardisation;
revêtements obtenus par projection thermique;
revêtements obtenus par voie mécanique (matoplastie);
revêtements obtenus par galvanoplastie.
Ces lignes directrices et recommandations ne traitent pas de l'entretien de la protection contre la corrosion en service pour l'acier revêtu de zinc. Des lignes directrices correspondantes sont fournies dans l'ISO 12944-5 et dans l'ISO 12944-8.

Cinkove prevleke - Smernice in priporočila za zaščito železnih in jeklenih konstrukcij proti koroziji - 1. del: Splošna načela za projektiranje in korozijsko odpornost (ISO 14713-1:2009)

Ta del ISO 14713 zagotavlja smernice in priporočila glede splošnih načel pri projektiranju, ki so primerna za izdelke, ki bodo prevlečeni s cinkom za zaščito proti koroziji in stopnje korozijske odpornosti, ki jo omogoča cinkova prevleka, nanesena na jeklene ali železne izdelke, ki so izpostavljeni raznim vrstam okolij. Začetna zaščita je zajeta v skladu z razpoložljivimi standardnimi procesi, vidiki načrtovanj in okolij za uporabo. Ta del ISO 14713 velja za cinkove prevleke, nanesene z naslednjimi postopki: a) vroče pocinkane prevleke (nanesene po izdelavi), b) vroče pocinkane prevleke (nanesene na kontinuirani plošči), c) šerardirane prevleke, d) termalno razpršene prevleke, e) mehansko prevlečene prevleke, f) elektro nanesene prevleke. Te smernice in priporočila se ne nanašajo na vzdrževanje protikorozijske zaščite in popravljanje jekla s cinkovimi prevlekami. Vodilo o tej temi se nahaja v ISO 12944-5 in ISO 12944-8.

General Information

Status
Withdrawn
Public Enquiry End Date
30-Jun-2008
Publication Date
03-Feb-2010
Withdrawal Date
08-Aug-2017
Current Stage
9900 - Withdrawal (Adopted Project)
Start Date
09-Aug-2017
Due Date
01-Sep-2017
Completion Date
09-Aug-2017

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SLOVENSKI STANDARD
SIST EN ISO 14713-1:2010
01-marec-2010
1DGRPHãþD
SIST EN ISO 14713:1999
&LQNRYHSUHYOHNH6PHUQLFHLQSULSRURþLOD]D]DãþLWRåHOH]QLKLQMHNOHQLK
NRQVWUXNFLMSURWLNRUR]LMLGHO6SORãQDQDþHOD]DSURMHNWLUDQMHLQNRUR]LMVNR
RGSRUQRVW ,62
Zinc coatings - Guidelines and recommendations for the protection against corrosion of
iron and steel in structures - Part 1: General principles of design and corrosion resistance
(ISO 14713-1:2009)
Zinküberzüge - Leitfäden und Empfehlungen zum Schutz von Eisen- und
Stahlkonstruktionen vor Korrosion - Teil 1: Allgemeine Konstruktionsgrundsätze und
Korrosionsbeständigkeit (ISO 14713-1:2009)
Revêtements de zinc - Lignes directrices et recommandations pour la protection contre
la corrosion du fer et de l'acier dans les constructions - Partie 1: Principes généraux de
conception et résistance à la corrosion (ISO 14713-1:2009)
Ta slovenski standard je istoveten z: EN ISO 14713-1:2009
ICS:
25.220.40 Kovinske prevleke Metallic coatings
91.080.10 Kovinske konstrukcije Metal structures
SIST EN ISO 14713-1:2010 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN ISO 14713-1:2010

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SIST EN ISO 14713-1:2010


EUROPEAN STANDARD
EN ISO 14713-1

NORME EUROPÉENNE

EUROPÄISCHE NORM
December 2009
ICS 25.220.40; 91.080.10 Supersedes EN ISO 14713:1999
English Version
Zinc coatings - Guidelines and recommendations for the
protection against corrosion of iron and steel in structures - Part
1: General principles of design and corrosion resistance (ISO
14713-1:2009)
Revêtements de zinc - Lignes directrices et Zinküberzüge - Leitfäden und Empfehlungen zum Schutz
recommandations pour la protection contre la corrosion du von Eisen- und Stahlkonstruktionen vor Korrosion - Teil 1:
fer et de l'acier dans les constructions - Partie 1: Principes Allgemeine Konstruktionsgrundsätze und
généraux de conception et résistance à la corrosion (ISO Korrosionsbeständigkeit (ISO 14713-1:2009)
14713-1:2009)
This European Standard was approved by CEN on 18 November 2009.

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, 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
© 2009 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 14713-1:2009: E
worldwide for CEN national Members.

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SIST EN ISO 14713-1:2010
EN ISO 14713-1:2009 (E)
Contents Page
Foreword .3

2

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SIST EN ISO 14713-1:2010
EN ISO 14713-1:2009 (E)
Foreword
This document (EN ISO 14713-1:2009) has been prepared by Technical Committee ISO/TC 107 "Metallic and
other inorganic coatings" in collaboration with Technical Committee CEN/TC 262 “Metallic and other inorganic
coatings” the secretariat of which is held by BSI.
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 June 2010, and conflicting national standards shall be withdrawn at
the latest by June 2010.
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 14713:1999.
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, 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 14713-1:2009 has been approved by CEN as a EN ISO 14713-1:2009 without any
modification.


3

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SIST EN ISO 14713-1:2010

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SIST EN ISO 14713-1:2010

INTERNATIONAL ISO
STANDARD 14713-1
First edition
2009-12-15

Zinc coatings — Guidelines and
recommendations for the protection
against corrosion of iron and steel in
structures —
Part 1:
General principles of design and
corrosion resistance
Revêtements de zinc — Lignes directrices et recommandations pour la
protection contre la corrosion du fer et de l'acier dans les
constructions —
Partie 1: Principes généraux de conception et résistance à la corrosion




Reference number
ISO 14713-1:2009(E)
©
ISO 2009

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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
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All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means,
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ii © ISO 2009 – All rights reserved

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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
Contents Page
Foreword .iv
1 Scope.1
2 Normative references.1
3 Terms and definitions .2
4 Materials .3
4.1 Iron and steel substrates.3
4.2 Zinc coatings .3
5 Selection of zinc coating .3
6 Design requirements.4
6.1 General principles of design to avoid corrosion .4
6.2 Design for application of different zinc coating processes.5
6.3 Tubes and hollow sections.5
6.4 Connections.5
6.5 Duplex systems .6
6.6 Maintenance.7
7 Corrosion in different environments .7
7.1 Atmospheric exposure.7
7.2 Exposure to soils.10
7.3 Exposure to water .12
7.4 Abrasion .12
7.5 Exposure to chemicals .12
7.6 Elevated temperatures.13
7.7 Contact with concrete.13
7.8 Contact with wood.14
7.9 Bimetallic contact.14
8 Accelerated test methods applied to zinc coatings.16
Bibliography.17

© ISO 2009 – All rights reserved iii

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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(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 14713-1 was prepared by Technical Committee ISO/TC 107, Metallic and other inorganic coatings,
Subcommittee SC 4, Hot dip coatings (galvanized, etc.).
This first edition, together with ISO 14713-2 and ISO 14713-3, cancels and replaces ISO 14713:1999, which
has been technically revised.
ISO 14713 consists of the following parts, under the general title Zinc coatings — Guidelines and
recommendations for the protection against corrosion of iron and steel in structures:
⎯ Part 1: General principles of design and corrosion resistance
⎯ Part 2: Hot dip galvanizing
⎯ Part 3: Sherardizing

iv © ISO 2009 – All rights reserved

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SIST EN ISO 14713-1:2010
INTERNATIONAL STANDARD ISO 14713-1:2009(E)

Zinc coatings — Guidelines and recommendations for the
protection against corrosion of iron and steel in structures —
Part 1:
General principles of design and corrosion resistance
1 Scope
This part of ISO 14713 provides guidelines and recommendations regarding the general principles of design
which are appropriate for articles to be zinc coated for corrosion protection and the level of corrosion
resistance provided by zinc coatings applied to iron or steel articles, exposed to a variety of environments.
Initial protection is covered in relation to
⎯ available standard processes,
⎯ design considerations, and
⎯ environments for use.
This part of ISO 14713 applies to zinc coatings applied by the following processes:
a) hot dip galvanized coatings (applied after fabrication);
b) hot dip galvanized coatings (applied onto continuous sheet);
c) sherardized coatings;
d) thermal sprayed coatings;
e) mechanically plated coatings;
f) electrodeposited coatings.
These guidelines and recommendations do not deal with the maintenance of corrosion protection in service
for steel with zinc coatings. Guidance on this subject can be found in ISO 12944-5 and ISO 12944-8.
NOTE There are a variety of product-related standards (e.g. for nails, fasteners, ductile iron pipes, etc.) which
provide specific requirements for the applied zinc coating systems which go beyond any general guidance presented in
this part of ISO 14713. These specific product-related requirements will take precedence over these general
recommendations.
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 1461, Hot dip galvanized coatings on fabricated iron and steel articles — Specifications and test methods
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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
ISO 2063, Thermal spraying — Metallic and other inorganic coatings — Zinc, aluminium and their alloys
ISO 2064, Metallic and other inorganic coatings — Definitions and conventions concerning the measurement
of thickness
ISO 2081, Metallic and other inorganic coatings — Electroplated coatings of zinc with supplementary
treatments on iron or steel
ISO 8044:1999, Corrosion of metals and alloys — Basic terms and definitions
ISO 9223, Corrosion of metals and alloys — Corrosivity of atmospheres — Classification
ISO 9224, Corrosion of metals and alloys — Corrosivity of atmospheres — Guiding values for the corrosivity
categories
ISO 9226, Corrosion of metals and alloys — Corrosivity of atmospheres — Determination of corrosion rate of
standard specimens for the evaluation of corrosivity
ISO 11844-1, Corrosion of metals and alloys — Classification of low corrosivity of indoor atmospheres —
Determination and estimation of indoor corrosivity
ISO 12683, Mechanically deposited coatings of zinc — Specification and test methods
ISO 12944-5, Paints and varnishes — Corrosion protection of steel structures by protective paint systems —
Part 5: Protective paint systems
ISO 12944-8, Paints and varnishes — Corrosion protection of steel structures by protective paint systems —
Part 8: Development of specifications for new work and maintenance
ISO 14713-2, Zinc coatings — Guidelines and recommendations for the protection against corrosion of iron
and steel in structures — Part 2: Hot dip galvanizing
ISO 14713-3, Zinc coatings — Guidelines and recommendations for the protection against corrosion of iron
and steel in structures — Part 3: Sherardizing
EN 10240, Internal and/or external protective coatings for steel tubes — Specification for hot dip galvanized
coatings applied in automatic plants
EN 10346, Continuously hot-dip coated steel flat products — Technical delivery conditions
EN 13438, Paints and varnishes — Powder organic coatings for galvanized or sherardized steel products for
construction purposes
EN 13811, Sherardizing — Zinc diffusion coatings on ferrous products — Specification
EN 15520, Thermal spraying — Recommendations for constructional design of components with thermally
sprayed coatings
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 1461, ISO 2063, ISO 2064,
ISO 8044, ISO 12683, EN 13811 and the following apply.
3.1
atmospheric corrosion
corrosion with the earth’s atmosphere at ambient temperature as the corrosive environment
(see ISO 8044:1999, 3.04)
2 © ISO 2009 – All rights reserved

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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
3.2
elevated temperatures
temperatures between + 60 °C and + 200 °C
3.3
exceptional exposure
special cases, such as exposure that substantially intensifies the corrosive exposure and/or places increased
demands on the corrosion protection system
3.4
life to first maintenance
the time interval that can elapse after initial coating before coating deterioration reaches the point when
maintenance is necessary to restore protection of the basis metal
4 Materials
4.1 Iron and steel substrates
In hot dip galvanizing, the reactivity of the steel is modified by its chemical composition, particularly by the
silicon plus phosphorus contents (see ISO 14713-2). The metallurgical and chemical nature of the steel is
irrelevant to protection by thermally sprayed or sherardized coatings.
The broad range of steels likely to be subject to zinc coating will commonly fall into the following categories:
⎯ carbon steel, composed simply of iron and carbon, accounts for 90 % of steel production [e.g.
EN 10025-2 and EN 10080 (steel reinforcement)];
⎯ high strength, low-alloy (HSLA) steels have small additions (usually < 2 % by weight) of other elements,
typically 1,5 % manganese, to provide additional strength for a modest price increase (e.g. EN 10025-6);
⎯ low-alloy steel is alloyed with other elements, usually molybdenum, manganese, chromium, or nickel, in
amounts of up to 10 % by weight to improve the hardenability of thick sections (e.g. EN 10083-1).
Steel can be hot rolled or cold formed. Hot rolling is used to produce angle, “I”, “H” and other structural
sections. Some structural sections, e.g. safety barriers, cladding rails, and cladding panels, are cold formed.
Cast and wrought irons are of various metallurgical and chemical compositions. This is irrelevant to protection
by thermally sprayed or sherardized coatings but special consideration is needed regarding the cast irons
most suitable for hot dip galvanizing (see ISO 14713-2).
4.2 Zinc coatings
The application of zinc coatings provides an effective method of retarding or preventing corrosion of ferrous
materials (see Clause 1 for the range of zinc coatings/processes covered by this part of ISO 14713). Zinc
coatings are used in this regard because they protect iron and steel both by barrier action and by galvanic
action.
5 Selection of zinc coating
The zinc coating system to be used should be selected by taking the following items into account:
a) the general environment (macro-climate) in which it is to be applied;
b) local variations in the environment (micro-climate), including anticipated future changes and any
exceptional exposure;
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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
c) the required life to first maintenance of the zinc coating system;
d) the need for ancillary components;
e) the need for post-treatment for temporary protection;
f) the need for painting, either initially (duplex system) or when the zinc coating is approaching the end of its
life to first maintenance to achieve minimal maintenance cost;
g) the availability and cost;
h) if the life to first maintenance of the system is less than that required for the structure, its ease of
maintenance.
NOTE The life for a zinc coating in any particular atmospheric exposure condition is approximately proportional to the
thickness of the coating.
The operational sequence for applying the selected system should be determined in consultation with the
steel fabricator and the applier of the zinc coating system.
6 Design requirements
6.1 General principles of design to avoid corrosion
Design of structures and products should influence the choice of protective system. It may be appropriate and
economic to modify the design to suit the preferred protective system.
The items in a) to j) should be considered.
a) Safe and easy access for cleaning and maintenance should be provided.
b) Pockets and recesses in which water and dirt can collect should be avoided; a design with smooth
contours facilitates application of a protective coating and helps to improve corrosion resistance.
Corrosive chemicals should be directed away from structural components, e.g. drainage tubes should be
used to control de-icing salts.
c) Areas which are inaccessible after erection should be given a coating system designed to last the
required life of the structure.
d) If bimetallic corrosion (corrosion due to contact between dissimilar materials: metals and/or alloys) is
possible, additional protective measures should be considered (see ISO 14713-2).
e) Where the coated iron and steel are likely to be in contact with other building materials, special
consideration should be given to the contact area; e.g. the use of paint, tapes or plastic foils should be
considered.
f) Hot dip galvanizing, sherardizing, mechanical coating, zinc flake coating or electroplating can be provided
only in works; thermal spraying can be applied in works or on site. When paint is to be applied to a zinc
coating, the application is more readily controlled in works but, where there is a likelihood of substantial
damage occurring during transportation and erection, specifiers may prefer to apply the final paint coat on
site. The application of a powder coating on metal coated steel can only be done in works.
Where the total system is applied offsite, the specification has to cover the need for care at all stages to
prevent damage to the finished iron and steel and set out repair procedures to the coating once the
steelwork is erected.
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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
g) Hot dip galvanizing (in accordance with ISO 1461), sherardizing (in accordance with EN 13811) or
thermal spraying (in accordance with ISO 2063) should take place after bending and other forms of
fabrication.
h) Methods of marking parts shall not have an influence on the quality of the pre-treatment operations prior
to coating.
i) Precautions may be required to minimize the likelihood of deformation during processing or subsequently.
j) The conditions experienced by the articles during coating application may also need to be considered.
6.2 Design for application of different zinc coating processes
The design practice for hot dip coating differs from that for other zinc coating systems. ISO 14713-2 provides
guidance on the design for hot dip coatings. This supplements the general principles of good design for steel
structures.
The design practice for sherardized coatings can be found in ISO 14713-3.
The design for zinc thermal spraying should be discussed with the thermal sprayer at an early stage so that
adequate provision is made for access to all areas of the article (see EN 15520).
The design for electroplating with zinc follows the general design principles for electroplating and these are
not given here. The design for mechanical coating is best discussed with specialist applicators; in general,
these processes are most suitable for small parts which can be tumbled in a barrel but specialist plants may
be available for other shapes.
6.3 Tubes and hollow sections
6.3.1 General
If they are dry and hermetically sealed, the internal surfaces of tubes and hollow sections will not need
protection. Where hollow sections are fully exposed to the weather, or interior environments that might give
rise to condensation, and are not hermetically sealed, consideration should be given to the need for both
internal and external protection.
6.3.2 Corrosion protection of internal and external surfaces
Hot dip galvanizing gives equal thickness internally and externally. There are some special products where
the thickness of the coating is different on internal and external surfaces, e.g. tubes for water distribution
systems (see EN 10240). When tubes and hollow sections are hot dip galvanized after assembly into
structures, drainage/venting holes should be provided for processing purposes (see ISO 14713-2).
Sherardizing gives equal thickness internally and externally. No precautions are needed for hollow sections.
When tubes are sherardized, the zinc dust and sand mixture should be loaded into the tubes before starting
the thermal diffusion process (see ISO 14713-3)
6.4 Connections
6.4.1 Fastenings to be used with hot dip galvanized, sherardized or thermal sprayed coatings
The protective treatment of bolts, nuts and other parts of the structural connections should be given careful
consideration. Ideally, their protective treatment should provide a similar performance to that specified for the
general surfaces. Specific requirements are given in the appropriate product International Standards (e.g.
ISO 10684) and in a series of International Standards for coatings on fasteners which are in the course of
preparation/publication.
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SIST EN ISO 14713-1:2010
ISO 14713-1:2009(E)
Hot dip galvanized (see, for example, ISO 1461 which covers specified minimum coating thicknesses up to
55 µm), sherardized, or other coatings on steel fasteners should be considered. Alternatively, stainless steel
fasteners can be used; for precautions to take in order to minimize the potential for bimetallic corrosion,
see 7.9.
The mating surfaces of connections made with high-strength friction-grip bolts should be given special
treatment. It is not necessary to remove thermally sprayed, sheradized or hot dip coatings from such areas to
obtain an adequate coefficient of friction. However, consideration has to be given to any long-term slip or
creep-avoidance requirements and to any necessary adjustments to the assembly dimensions.
6.4.2 Welding considerations related to coatings
It is recommended to weld prior to hot dip galvanizing, sherardizing or thermal spraying. The use of welding
anti-spatter sprays that cannot be removed in the pretreatment process at the galvanizers' works should be
avoided. For this reason, where welding sprays are used, low silicone, water-soluble sprays are
recommended. After welding, the surface should be prepared to the standard specified for preparing the
steelwork overall before applying the protective coating process. Welding should be balanced (i.e. equal
amounts on each side of the main axis) to avoid introducing unbalanced stresses in a structure. Welding
residues have to be removed before coating. The normal pretreatments for thermal spraying are usually
sufficient for this purpose but extra pretreatment may be needed for hot dip galvanizing; in particular, weld
slag should be removed separately. Some forms of welding leave alkaline deposits behind. These have to be
removed by blast-cleaning followed by washing with clean water before applying thermally-sprayed coatings.
(This does not apply to hot dip galvanizing and sherardizing where the pretreatment process removes alkaline
deposits.)
It is desirable that fabric
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