SIST-TP CEN/TR 17052:2017
(Main)Guidelines on implementing EN 1090-1:2009+A1:2011, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
Guidelines on implementing EN 1090-1:2009+A1:2011, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
The scope of EN 1090-1:2009+A1:2011 states that the standard covers structural components and kits which are referred to as structural construction products in this document. This Technical Report gives information that clarifies when a structural construction product is covered by the scope of EN 1090-1:2009+A1:2011 and lists examples of products covered and not covered.
Leitfaden für die Umsetzung von EN 1090-1:2009+A1:2011, Ausführung von Stahlbetonwerken und Aluminiumtragwerken - Teil 1: Konformitãtsnachweisverfahren für tragende Bauteile
Der Anwendungsbereich von EN 1090 1:2009+A1:2011 besagt, dass die Norm tragende Bauteile und Bausätze umfasst, die in diesem Dokument als tragende Bauprodukte bezeichnet werden. Dieses Dokument enthält Informationen, die klären, wann ein tragendes Bauprodukt in den Anwendungsbereich von EN 1090 1:2009+A1:2011 fällt und enthält Beispiele für Produkte, die in den Anwendungsbereich fallen und solche Produkte, die nicht in den Anwendungsbereich fallen.
Lignes directrices pour la mise en œuvre de l’EN 1090-1:2009+A1:2011, Exécution des structures en acier et des structures en aluminium - Partie 1 : Exigences pour l'évaluation de la conformité des éléments structuraux
Le domaine d’application de l’EN 1090 1 :2009+A1 :2011 précise que la norme s’applique aux éléments structuraux et aux kits de construction, qui sont dénommés « produits de construction » dans le présent document. Ce Rapport Technique donne des informations qui clarifient quand un produit de construction relève du domaine d’application de l’EN 1090-1 :2009+A1 :2011 et répertorie des exemples de produits couverts et non couverts.
Smernice za izvajanje EN 1090-1:2009+A1:2011: Izvedba jeklenih in aluminijastih konstrukcij - 1. del: Zahteve za ugotavljanje skladnosti sestavnih delov konstrukcij
Področje uporabe standarda EN 1090-1:2009+A1:2011 določa, da standard zajema sestavne dele konstrukcij in komplete (v tem dokumentu »konstrukcijski izdelki«). V tem tehničnem poročilu so podane informacije, ki razjasnjujejo, kdaj je konstrukcijski izdelek vključen v področje uporabe standarda EN 1090-1:2009+A1:2011, in navajajo primere (ne)vključenih izdelkov.
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
SIST-TP CEN/TR 17052:2017
01-april-2017
Smernice za izvajanje EN 1090-1:2009+A1:2011: Izvedba jeklenih in aluminijastih
konstrukcij - 1. del: Zahteve za ugotavljanje skladnosti sestavnih delov konstrukcij
Guidelines on implementing EN 1090-1:2009+A1:2011, Execution of steel structures and
aluminium structures - Part 1: Requirements for conformity assessment of structural
components
Leitfaden für die Umsetzung von EN 1090-1:2009+A1:2011, Ausführung von
Stahlbetonwerken und Aluminiumtragwerken - Teil 1: Konformitãtsnachweisverfahren für
tragende Bauteile
Lignes directrices pour la mise en œuvre de l’EN 1090-1:2009+A1:2011, Exécution des
structures en acier et des structures en aluminium - Partie 1 : Exigences pour
l'évaluation de la conformité des éléments structuraux
Ta slovenski standard je istoveten z: CEN/TR 17052:2017
ICS:
91.080.13 Jeklene konstrukcije Steel structures
91.080.17 Aluminijaste konstrukcije Aluminium structures
SIST-TP CEN/TR 17052:2017 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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CEN/TR 17052
TECHNICAL REPORT
RAPPORT TECHNIQUE
January 2017
TECHNISCHER BERICHT
ICS 91.080.10
English Version
Guidelines on implementing EN 1090-1:2009+A1:2011,
Execution of steel structures and aluminium structures -
Part 1: Requirements for conformity assessment of
structural components
Lignes directrices pour l'application de l'EN 1090- Leitfaden für die Umsetzung von EN 1090-
1:2009+A1:2011, Exécution des structures en acier et 1:2009+A1:2011, Ausführung von Stahlbetonwerken
des structures en aluminium - Partie 1: Exigences pour und Aluminiumtragwerken - Teil 1:
l'évaluation de la conformité des éléments structuraux Konformitãtsnachweisverfahren für tragende Bauteile
This Technical Report was approved by CEN on 11 December 2016. It has been drawn up by the Technical Committee CEN/TC
135.
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: Avenue Marnix 17, B-1000 Brussels
© 2017 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN/TR 17052:2017 E
worldwide for CEN national Members.
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Contents Page
European foreword . 3
Introduction . 4
1 Scope . 5
2 Normative references . 5
3 Terms and definitions . 5
4 Conditions necessary for construction products to be covered by the scope of
EN 1090-1 . 6
5 Clarification . 6
5.1 General . 6
5.2 Condition 1 – The product fulfils the requirements of EN 1090-2 or EN 1090-3 . 6
5.3 Condition 2 – The product is a structural construction product within the meaning of
the Construction Products Regulation (EU) 305/2011 . 6
5.3.1 Condition 2a - The product is intended to be incorporated in a permanent manner in
construction works . 6
5.3.2 Condition 2b - The product has a structural function in relation to the construction
work . 7
5.4 Condition 3 – The product is not covered by another European technical
specification . 8
5.4.1 General . 8
5.4.2 Construction products covered by another harmonized standard . 8
5.4.3 Construction products covered by an ETA . 10
Annex A (informative) Products covered by EN 1090-1 . 11
Annex B (informative) Products not covered by EN 1090-1 . 14
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European foreword
This document (CEN/TR 17052:2017) has been prepared by Technical Committee CEN/TC 135
“Execution of steel structures and aluminium structures”, the secretariat of which is held by SN.
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 has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association.
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Introduction
The scope of the standard EN 1090-1:2009+A1:2011 “Execution of steel structures and aluminium
structures: Part 1: Requirements for conformity assessment of structural components” is very broad
and prompted the European Commission to publish on their website under the category “Frequently
Asked Questions (FAQ) on the Constructions Products Regulation” a set of conditions for identifying
when a steel or aluminium product falls within its scope and an indicative, non-exhaustive list of
products that are not covered by the scope of EN 1090-1:2009+A1:2011.
This document aims to clarify in addition to the answers given on the European Commission’s FAQ
website the scope of EN 1090-1:2009+A1:2011.
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1 Scope
The scope of EN 1090-1:2009+A1:2011 states that the standard covers structural components and kits
which are referred to as structural construction products in this document. This document gives
information that clarifies when a structural construction product is covered by the scope of
EN 1090-1:2009+A1:2011 and lists examples of products covered and not covered.
2 Normative references
The following documents, in whole or in part, are referenced in this document and are indispensable for
its application. For dated references, only the edition cited applies. For undated references, the latest
edition of the referenced document (including any amendments) applies.
EN 1090-1:2009+A1:2011, Execution of steel structures and aluminium structures - Part 1: Requirements
for conformity assessment of structural components
EN 1090-2:2008+A1:2011, Execution of steel structures and aluminium structures - Part 2: Technical
requirements for steel structures
EN 1090-3:2008, Execution of steel structures and aluminium structures - Part 3: Technical requirements
for aluminium structures
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
Harmonized Standard for construction products (hEN)
standard adopted by one of the European standardisation bodies listed in Annex I to Directive
98/34/EC, on the basis of a request issued by the Commission, in accordance with Article 6 of that
Directive, and which has been cited in the Official Journal of the European Union (OJEU) as a
harmonized standard under the Construction Products Regulation (EU) 305/2011/EC
3.2
European Assessment Document (EAD)
document on the basis of the EU Construction Products Regulation EU 305/2011 adopted by the
organisation of Technical Assessment Bodies for the purposes of issuing European Technical
Assessments
3.3
European Technical Assessment (ETA)
documented assessment of the performance of a construction product in relation to its essential
characteristics, in accordance with the respective European Assessment Document
3.4
European Technical Approval (ETA)
favourable technical assessment of the fitness for use of a product for an intended use on the basis of
the Construction Products Directive (89/106/EEC), based on fulfilment of the essential requirements
for construction works for which the product is used
Note 1 to entry: According to EU 305/2011/EC, article 66, 4) European technical approvals may be used as
European Technical Assessments throughout the period of validity of those approvals.
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3.5
European Technical Approval Guidelines (ETAG)
guideline for the issuing of a European Technical Approval on the basis of the EU Construction Products
Directive (89/106/EEC)
Note 1 to entry: According to EU 305/2011/EC, article 66, 3) ETAGs may be used as EADs.
4 Conditions necessary for construction products to be covered by the scope of
EN 1090-1
Construction products are covered by the scope of EN 1090-1:2009+A1:2011 when all the following
conditions are satisfied:
Condition 1: The product fulfils the requirements of EN 1090-2 or EN 1090-3
Condition 2: The product is a structural construction product within the meaning of the
Construction Products Regulation (EU) 305/2011 which means:
Condition 2a: The product is intended to be incorporated in a permanent manner in construction
works (buildings or civil engineering works), and
Condition 2b: The product has a structural function in relation to the construction work (i.e. its
failure will affect the satisfaction of Basic Requirement 1 and subclause a) of Basic Requirement 2 as
detailed in 5.3.2 and Annex I of the Construction Products Regulation (EU) 305/2011/EC).
Condition 3: This European Standard does not apply to construction products covered by another
European technical specification (e.g. a specific harmonized standard (hEN) or a European Technical
Approval or European Technical Assessment (ETA)).
5 Clarification
5.1 General
In this clause further clarification of the conditions of Clause 4 is given.
Structural construction products are part of a loadbearing construction which is an organized assembly
of connected parts designed to provide mechanical resistance and stability to the works. A way of
identifying a structural construction product is to ask the question: “If the product is removed does its
removal affect the strength and stability of the structure or a part of the structure?”. If the answer to this
question is yes then the product is a structural construction product, see also
EN 1090-1:2009+A1:2011, 3.1.9.
For indicative, non-exhaustive lists of products covered and not covered by the scope of
EN 1090-1:2009+A1:2011, see Annex A and Annex B of this document.
5.2 Condition 1 – The product fulfils the requirements of EN 1090-2 or EN 1090-3
For a product to fall within the scope of EN 1090-1 the processes for its manufacture shall comply with
EN 1090-2 or EN 1090-3.
5.3 Condition 2 – The product is a structural construction product within the meaning of
the Construction Products Regulation (EU) 305/2011
5.3.1 Condition 2a - The product is intended to be incorporated in a permanent manner in
construction works
a) Incorporated in a permanent manner
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Incorporation of a product in a permanent manner in the works means:
— that its removal reduces the performance capabilities of the works and
— that the dismantling or the replacement of the product are operations which involve
construction activities.
Typical construction products that are not incorporated in a permanent manner are scaffolding,
formwork, falsework and temporary edge protection.
b) Construction works
Construction works means buildings and civil engineering works (as for instance bridges).
Construction works are fixed to the ground. A construction work is to be regarded as “fixed to the
ground” when it is directly or indirectly connected to the ground or is supported by the ground.
Supported by the ground can be for instance by gravity or via piling.
5.3.2 Condition 2b - The product has a structural function in relation to the construction work
The product shall have a structural function in relation to the construction work (i.e. its failure will
affect the satisfaction of Basic Requirement 1 and subclause a) of Basic Requirement 2 as detailed in
Annex I of Regulation EU 305/2011).
These requirements are related to the mechanical resistance and stability of the “construction works”
including the safety in case of fire.
The requirements are:
The construction works shall be designed and built in such a way that the loadings that are liable to act
on them during their construction and use will not lead to any of the following (see Annex I of the
Construction Products Regulation (EU) 305/2011/EC):
a) Collapse of the whole or part of the work
b) Major deformations to an inadmissible degree
c) Damage to other parts of the construction works or to fittings or installed equipment as a result of
major deformation of the load-bearing construction;
d) Damage by an event to an extent disproportionate to the original cause.
In certain cases the construction works shall also be designed and built in such a way that in the event
of an outbreak of fire the load-bearing capacity of the construction can be assumed for a specific period
of time.
The “load-bearing construction” is a sub-set of the construction works and includes all those
construction products that contribute to the strength and stability and to the safety in case of fire of the
works. This includes both the main load-bearing elements (e.g. the frame, walls, columns, beams,
bracing, connectors, foundations) and the secondary load bearing elements (e.g. structural claddings,
purlins, decking).
Basic requirement No. 1 for construction works applies to the load bearing elements covering a wide
range of structural construction products. Examples of such products that may form part of the
construction work are given in Annex A.
NOTE Some of these elements might also be covered by Basic requirement No. 4 for construction works,
which is not addressed in EN 1090–1. Safety in use, in terms of unacceptable risks of accidents or damage in
service or operation, is concerned with Basic requirement No. 4 for construction works.
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5.4 Condition 3 – The product is not covered by another European technical
specification
5.4.1 General
The following types of technical specifications are meant here:
— harmonized standard or
— ETA (European Technical Assessment or still valid European technical approval).
5.4.2 Construction products covered by another harmonized standard
Construction products the performance of which can be assessed by other harmonized standard(s) do
not fall within the scope of EN 1090-1. There are many construction products that are assessed in
accordance with their own separate harmonized standard some of which are given in Table 1.
Table 1 — A list of harmonized standar
...
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