SIST EN 14992:2007/kFprA1:2011

Precast concrete products - Wall elements

Amendments to include fiber reinforced concrete in the scope and to define which elements are under attestation of conformity systems 2+ and 4

Betonfertigteile - Wandelemente

Produits préfabriqués en béton - Eléments de mur

Montažni betonski izdelki - Stenski elementi

General Information

• Status: Not Published
• Public Enquiry End Date: 30-Jan-2012
• ICS: 91.060.10 - Walls. Partitions. Facades
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 98 - Abandoned project (Adopted Project)
• Start Date: 11-Feb-2020
• Due Date: 16-Feb-2020
• Completion Date: 11-Feb-2020
• Directive: 89/106/EEC - Construction products
• Mandate: M/100 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on precast concrete products
• Ref Project: EN 14992:2007/FprA1 - Precast concrete products - Wall elements

Relations

• Consolidated By: SIST EN 14992:2007+A1:2012 - Precast concrete products - Wall elements
• Effective Date: 18-Jan-2023
• Consolidated By: SIST EN 14992:2007+A1:2012 - Precast concrete products - Wall elements
• Effective Date: 19-Jan-2023

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 14992:2007/kFprA1:2011
01-december-2011
Montažni betonski izdelki - Stenski elementi
Precast concrete products - Wall elements
Betonfertigteile - Wandelemente
Produits préfabriqués en béton - Eléments de mur
Ta slovenski standard je istoveten z: EN 14992:2007/FprA1
ICS:
91.060.10 Stene. Predelne stene. Walls. Partitions. Facades
Fasade
91.100.30 Beton in betonski izdelki Concrete and concrete
products
SIST EN 14992:2007/kFprA1:2011 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 14992:2007/kFprA1:2011

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SIST EN 14992:2007/kFprA1:2011


EUROPEAN STANDARD
FINAL DRAFT
EN 14992:2007
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
October 2011
ICS 91.060.10; 91.140.30
English Version
Precast concrete products - Wall elements
Produits préfabriqués en béton - Eléments de mur Betonfertigteile - Wandelemente
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 229.

This draft amendment A1, if approved, will modify the European Standard EN 14992:2007. If this draft becomes an amendment, CEN
members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this amendment
into the relevant national standard without any alteration.

This draft amendment was established by CEN in three official versions (English, French, German). A version in any other language made
by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has
the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to
provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.


EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2011 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 14992:2007/FprA1:2011: E
worldwide for CEN national Members.

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Contents Page
Foreword .3
1 Modification to the Foreword .4
2 Modification to Clause 1, Scope .4
 Modification to .4
3 Clause 3, Terms and definitions .4
4 Modification to 4.1, Material requirements .4
5 Modification to 4.3.8.3, Water vapour permeability .4
6 Modification to 5.2, Water vapour permeability .4
7 Modification to A.2.2, Reinforcement for sandwich walls .4
8 Modification to A.2.3, Reinforcement for lightened walls .5
9 Modification to Annex B .5
10 Deletion of Annex Y .5
11 Addition of a new Annex ZA .5
12 Modification to the Bibliography . 22

2

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Foreword
This document (EN 14992:2007/FprA1:2011) has been prepared by Technical Committee CEN/TC 229
“Products for which the stability requirements is predominant”, the secretariat of which is held by AFNOR.
This document is currently submitted to the Unique Acceptance Procedure.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association, and supports essential requirements of EU Directive(s).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.

3

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
1 Modification to the Foreword
th
In the 8 paragraph, replace the second sentence with the following:
"The installation of some structural precast concrete products is dealt with by EN 13670, Execution of
concrete structures".
Delete the third sentence of this paragraph.
In the list of standards, replace "prEN 15037" and "prEN 15258" with "EN 15037" and "EN 15258".
2 Modification to Clause 1, Scope
Add to the first paragraph as 2nd sentence, "Also fibre reinforced concrete (steel, polymer or other fibres
rd
covered by European standards) may be used." and replace in the new 3 sentence "They" with "These wall
elements" to read:
"This European Standard applies to prefabricated walls, made of normal weight or lightweight concrete with
dense structure. Also fibre reinforced concrete (steel, polymer or other fibres covered by European standards)
may be used. These wall elements may have external wall functions (see 3.11) or not, have facing functions
(see 3.12) or not or have a combination of these functions.".
3 Modification to Clause 3, Terms and definitions
Add to definition 3.6.2, ". It be solid or lightened" to read:
"3.6.2
base panel
structural layer of a sandwich element. It can be solid or lightened".
4 Modification to 4.1, Material requirements
After the second paragraph, add the following new paragraph:
"Also fibre reinforced concrete (steel – see EN 14889-1, polymer – see EN 14889-2 or other fibres
(see EN 15422) covered by European standards) may be used, provided the fibres are not taken into account
in structural calculation.".
5 Modification to 4.3.8.3, Water vapour permeability
Replace “permanence” with “permeance”.
6 Modification to 5.2, Water vapour permeability
Replace “permanence” with “permeance”.
7 Modification to A.2.2, Reinforcement for sandwich walls
nd
In item b), 2 line replace “connectors” with “connector system”.
4

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
In the title of item c) replace “connectors” with “connector system”.
8 Modification to A.2.3, Reinforcement for lightened walls
In the title of item a), delete “and concrete connections”.
9 Modification to Annex B
In the first line of the paragraph after Figure B.2, replace “Table 7” with “Table 6”.
10 Deletion of Annex Y
Delete Annex Y.
11 Addition of a new Annex ZA
Replace the existing Annex ZA with the following new Annex ZA:
"
5

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Annex ZA
(informative)

Clauses of this European Standard addressing the provisions of the EU
Construction Products Directive
ZA.1 Scope and relevant characteristics
1)
This European standard has been prepared under the mandate M/100 "Precast Concrete Products" given
to CEN by the European Commission and the European Free Trade Association.
The clauses of this European standard shown in this annex meet the requirements of the mandate given
under the EU Construction Products Directive (89/106/EEC).
Compliance with these clauses confers a presumption of fitness of the precast concrete wall elements with or
without façade functions covered by this Annex for the intended uses indicated herein; reference shall be
made to the information accompanying the CE marking.
WARNING — Other requirements and other EU Directives, not affecting the fitness for intended uses,
may be applicable to the wall elements falling within the scope of this standard.
NOTE 1 In addition to any specific clauses relating to dangerous substances contained in this standard, there may be
requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws,
regulations and administrative provisions). In order to meet the provisions of the EU Construction Products Directive,
these requirements need also to be complied with, when and where they apply.
NOTE 2 An informative database of European and national provisions on dangerous substances is available at the
Construction web site on EUROPA (accessed through http://ec.europa.eu/enterprise/construction/cpd-ds/).
This annex has the same scope as Clause 1 of this standard. It establishes the conditions for the CE marking
of the loadbearing and non loadbearing wall elements with and without façade functions and shows the
relevant clauses applicable (see Tables ZA.1a and ZA.1b).

1) As amended
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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Table ZA.1a — Relevant clauses for loadbearing and non loadbearing wall elements without façade
functions
Levels
Essential Characteristics Requirement clauses in this standard and/or Notes and units
classes
Compressive strength 2
All methods 4.2 Production requirements None N/mm
(of concrete)
Ultimate tensile and Reinforcing steel and
tensile yield strength
2
All methods Prestressing steel None N/mm
(of steel)
of EN 13369:2004
Mechanical Geometry and
Method 1 Information listed in ZA.3.2 None
resistance materials
4.3.3 Mechanical resistance
4.2.3.2.1 Initial tensioning stresses of
Method 2 EN 13369 None kNm, kN, kN/m
4.2.3.2.4 Slippage of tendons of
EN 13369
Mechanical resistance
4.2.3.2.1 Initial tensioning stresses of
design
Method 3 EN 13369 None
specification
4.2.3.2.4 Slippage of tendons of
EN 13369
Resistance to fire a Geometry and
Method 1 Information listed in ZA.3.2 R / E / I
(where relevant) materials
a
Method 2 4.3.4.1 Resistance to fire R / E / I Min
a design
Method 3 4.3.4.1 Resistance to fire R / E / I
specification
Reaction to fire Geometry and
Method 1 Information listed in ZA.3.2 Euroclasses
(where relevant) materials
Method 2 4.3.4.2 Reaction to fire Euroclasses
design
Method 3 4.3.4.2 Reaction to fire Euroclasses
specification
Acoustical insulation
All methods 4.3.5 Acoustic properties None dB
(where relevant)
Thermal resistance All methods 4.3.6 Thermal properties None
Detailing 4.3.1 Geometrical properties None Declared classes
4.3.3.1 Loadbearing design None
All methods
4.3.3.2 Reinforcement detailing None
8 Technical documentation None
Durability Ambient
All methods 4.3.7 Durability None
conditions
b
Strength of fixture All methods 4.3.8.5 Fixture of cladding elements None
a
 Applies only to loadbearing elements
b
 Applies only to claddings

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Table ZA.1b — Relevant clauses for loadbearing and non loadbearing wall elements with façade
functions
Levels
Essential Characteristics Requirement clauses in this Standard and/or Notes and units
classes
Compressive strength 2
All methods 4.2 Production requirements None N/mm
(of concrete)
Ultimate tensile and Reinforcing steel and
2
tensile yield strength
All methods Prestressing steel None N/mm
(of steel)
of EN 13369:2004
Mechanical Geometry and
Method 1 Information listed in ZA.3.2 None
resistance materials
Mechanical resistance
kNm, kN, kN/m
4.2.3.2.1 Initial tensioning stresses of

Method 2 EN 13369 None

4.2.3.2.4 Slippage of tendons of

EN 13369
Mechanical resistance
4.2.3.2.1 Initial tensioning stresses of
design
Method 3 EN 13369 None
specification
4.2.3.2.4 Slippage of tendons of
EN 13369
Resistance to fire a Geometry and
Method 1 Information listed in ZA.3.2 R / E / I
(where relevant) materials
a
Method 2 4.3.4  Resistance and reaction to fire R / E / I min
a design
Method 3 4.3.4  Resistance and reaction to fire R / E / I
specification
Reaction to fire Geometry and
Method 1 Information listed in ZA.3.2 Euroclasses
(where relevant) materials
Method 2 4.3.4  Resistance and reaction to fire Euroclasses
design
Method 3 4.3.4  Resistance and reaction to fire Euroclasses
specification
Acoustical insulation
All methods 4.3.5  Acoustic properties None dB
(where relevant)
Thermal resistance All methods 4.3.6 Thermal properties None
Detailing 4.3.1 Geometrical properties None Declared classes
4.3.3.1 Loadbearing design None
All methods
4.3.3.2 Reinforcement detailing None
8 Technical documentation None
Durability Ambient
All methods 4.3.7 Durability None
conditions
Water vapour
2
permeability (where All methods 4.3.8.3 Water vapour permeability None Kg/(m ·s·Pa)
relevant)
Water permeability
All methods 4.3.8.4 Water permeability None %
(where relevant)
b
Strength of fixture All methods 4.3.8.5 Fixture of cladding elements None
a
 Applies only to loadbearing elements
b
 Applies only to claddings

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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
The manufacturer or his authorized representative in the EEA shall select for CE marking the declaration
method(s) he applies among the followings:
Method 1 = declaration of geometrical data and material properties (see ZA.3.2);
Method 2 = declaration of geometry, material properties and product properties determined following this
standard and EN Eurocodes (see ZA.3.3);
Method 3 = declaration of product compliance with a given design specification distinguishing:
Method 3a = declaration of product compliance with a given design specification provided by the client
(ZA.3.4);
Method 3b = declaration of product compliance with a given design specification provided by the manufacturer
according to the client's order (ZA.3.5).
The requirement on a certain characteristic is not applicable in those Member States (MSs) where there are
no regulatory requirements for that characteristic for the intended use of the product. In this case,
manufacturers placing their products on the market of these MSs are not obliged to determine nor to declare
the performance of their products with regard to this characteristic and the option “No performance
determined” (NPD) in the information accompanying the CE marking (see ZA.3) may be used. The NPD
option may not be used, however, where the characteristic is subject to a threshold level.
ZA.2 Procedure(s) for the attestation of conformity of precast wall elements with
and without façade functions
ZA.2.1 Systems of attestation of conformity
The systems of attestation of conformity of precast concrete wall elements with and without façade functions
for the essential characteristics indicated in Tables ZA.1a and ZA.1b, in accordance with the Decision of the
Commission 1999/94/EEC of 25 January 1999 (published the 03.02.1999 in the OJEU) as given in Annex III
of the Mandate M/100 "Precast concrete products", is shown in Table ZA.2 for the indicated intended uses
and relevant levels or classes:
Table ZA.2 — Systems of attestation of conformity
Attestation of
Level(s) or
Product(s)] Intended use(s) conformity
class(es)
system(s)
Loadbearing wall elements Structural 2+
−
Non loadbearing wall elements Non structural or lightly structural − 4
System 2+: See Directive 89/106/EEC (CPD) Annex III.2.(ii), First possibility, including certification of the
factory production control by an approved body on the basis of initial inspection of factory and of factory
production control as well as of continuous surveillance, assessment and approval of factory production
control.
System 4: See Directive 89/106/EEC (CPD) Annex III.2.(ii), Third possibility.
Except small claddings, as defined in 3.9, that are under system 4, all wall elements, as defined in 3.2, are
under system 2+ .
The attestation of conformity of the load bearing and non load bearing wall elements with and without façade
functions, for the essential characteristics indicated in Tables ZA.1a and ZA.1b, shall be based on the
evaluation of conformity procedures indicated in Tables ZA.3a and ZA.3b resulting from application of the
clauses of this or other European Standards indicated therein.
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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Table ZA.3a — Assignment of evaluation of conformity tasks for loadbearing wall elements with and
without façade functions under system 2++
++
Evaluation of conformity
Tasks Content of the tasks
clauses to apply
All characteristics of
1
Initial type testing 6.2
Table ZA.1a or of Table ZA.1b
Parameters related to all
Tasks under the responsibility
Factory production control characteristics of Table ZA.1a 6.3
of the manufacturer
or of Table ZA.1b
Further testing of samples All characteristics of
6.2.3 of EN 13369:2004
taken at the factory Table ZA.1a or of Table ZA.1b
 Compressive strength (of
concrete);
 Ultimate tensile and
tensile yield strength of
steel (producer’s
certificate or tests);
3
 Mechanical resistance
 Resistance to fire
Initial inspection of factory and
 Reaction to fire where
2 6.3
of factory production control
relevant
 Acoustical insulation
 Thermal resistance
 Detailing;
 Durability;
 Water permeability
Tasks under Certification of
 Water vapour
the factory
permeability.
responsibility production
 Compressive strength (of
of the notified control on the
concrete);
body basis of:
 Ultimate tensile and
tensile yield strength of
steel (producer’s
certificate or tests);
3
 Mechanical resistance
 Resistance to fire
Continuous surveillance,
 Reaction to fire where
assessments and approval of 6.3
relevant
factory production control
 Acoustical insulation
 Thermal resistance
 Detailing;
 Durability;
 Water permeability
 Water vapour
permeability.
1
Initial Type testing (ITT) includes calculation and/or testing. ITT by calculation is not required when only methods 1 and
3a are used.
2
Includes assessment that the factory production control system contains documented procedures related to ITT
(calculation and/or testing) and that these procedures are followed. Reference to ITT of mechanical resistance and
resistance to fire (when assessed by calculation) can be omitted when only methods 1 and 3a are used.
3
Only for methods 2 and 3b.


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SIST EN 14992:2007/kFprA1:2011
EN 14992:2007/FprA1:2011 (E)
Table ZA.3b — Assignment of evaluation of conformity tasks for non loadbearing wall elements with
and without façade functions under system 4
Evaluation of conformity
Tasks Content of the task
clauses to apply
Parameters related to all
Factory production control characteristics of Table ZA.1a 6.3
or of Table ZA.1b
Tasks for the manufacturer
All characteristics of
1
6.2
Initial type testing
Table ZA.1a or of Table ZA.1b
1
Initial Type testing (ITT) includes calculation and/or testing. ITT by calculation is not required when only methods 1 and 3a
are used.
ZA.2.2 EC Certificate and Declaration of conformity
1) Wall elements with and without façade functions, except small claddings
When compliance with the conditions of this Annex is achieved, and once the notified body has drawn up the
certificate mentioned below, the manufacturer or his agent established in the EEA shall prepare and retain a
declara
...