EN 14992:2007/FprA1
(Amendment)Precast concrete products - Wall elements
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
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
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
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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.
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
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.
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”.
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:
"
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
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
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
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
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
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
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
...
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