EN 12602:2016
(Main)Prefabricated reinforced components of autoclaved aerated concrete
Prefabricated reinforced components of autoclaved aerated concrete
This European Standard is for prefabricated reinforced components of autoclaved aerated concrete to be used in building construction for:
a) Structural elements:
- loadbearing wall components;
- retaining wall components;
- roof components;
- floor components;
- linear components (beams and piers).
b) Non-structural elements:
- non-loadbearing wall components (partition walls);
- cladding components (without fixtures) intended to be used for external facades of buildings;
- small box culverts used to form channels for the enclosure of services;
- components for noise barriers.
Depending on the type and intended use of elements for which the components are utilized, the components can be applied - in addition to their loadbearing and encasing function - for purposes of fire resistance, sound insulation and thermal insulation indicated in the relevant clauses of this European Standard.
Components covered by this standard are only intended to be subjected to predominantly non-dynamic actions, unless special measures are introduced in the relevant clauses of this European Standard.
The term "reinforced" relates to reinforcement used for both structural and non-structural purposes.
This European Standard does not cover:
- rules for the application of these components in structures;
- joints (except their strength and integrity E of resistance to fire);
- fixtures;
- finishes for external components, such as tiling.
NOTE AAC components may be used in noise barriers if they are designed to fulfil also the requirements of EN 14388.
Vorgefertigte bewehrte Bauteile aus dampfgehärtetem Porenbeton
Diese Europäische Norm gilt für vorgefertigte bewehrte Bauteile aus dampfgehärtetem Porenbeton, die für die Verwendung in Gebäuden vorgesehen sind für:
a) tragende Bauglieder:
— tragende Wandbauteile;
— Bauteile für Stützwände;
— Dachbauteile;
— Deckenbauteile;
— stabförmige Bauteile (Balken und Pfeiler).
b) nichttragende Bauglieder:
— nichttragende Wandbauteile (Trennwände);
— Bauteile für Verkleidungen (ohne Befestigungsmittel), die zur Befestigung an den Außenfassaden von Gebäuden bestimmt sind;
— kleine kastenförmige Hohlquerschnitte, die zur Herstellung von Kanälen zur Aufnahme von Versorgungsleitungen dienen;
— Bauteile für Lärmschutzwände.
Je nach der Art und dem vorgesehenen Verwendungszweck der Bauglieder, für welche die Bauteile eingesetzt werden, können die Bauteile — zusätzlich zu ihrer tragenden und raumabschließenden Funktion — für Zwecke des Brandschutzes, der Schalldämmung und der Wärmedämmung entsprechend den diesbezüglichen Abschnitten dieser Europäischen Norm verwendet werden.
Bauteile nach dieser Norm sind nur für den Einsatz unter vorwiegend ruhenden Lasten bestimmt, sofern nicht in den diesbezüglichen Abschnitten dieser Europäischen Norm besondere Maßnahmen vorgesehen werden.
Der Ausdruck „bewehrt“ schließt Bewehrung für tragende und nichttragende Zwecke ein.
Diese Europäische Norm befasst sich nicht mit:
— Anwendungsregeln für diese Bauteile in Bauwerken;
— Fugen (außer ihres Tragwiderstands und der Unversehrtheit E bezüglich des Feuerwiderstands);
— Befestigungsmitteln;
— der Oberflächenausbildung bei Außenbauteilen, wie z. B. eine Verfliesung.
ANMERKUNG Bauteile aus dampfgehärtetem Porenbeton dürfen in Lärmschutzwänden verwendet werden, wenn sie so bemessen sind, dass sie auch die Anforderungen von EN 14388 erfüllen.
Éléments préfabriqués armés en béton cellulaire autoclavé
Le présent document s’applique aux éléments préfabriqués armés en béton cellulaire autoclavé destinés à être utilisés pour la construction de bâtiments en :
a) éléments structuraux :
- éléments de murs porteurs ;
- éléments de murs de soutènement ;
- éléments de toiture ;
- éléments de plancher ;
- éléments linéaires (poutres et trumeaux) ;
b) éléments non structuraux :
- éléments de murs non porteurs (cloisons) ;
- éléments de bardage (hors accessoires) destinés à être utilisés pour les façades des bâtiments ;
- cadres enterrés de petites dimensions utilisés pour former des caniveaux techniques ;
- éléments pour écrans antibruit.
Selon le type et l'usage prévu des ouvrages pour lesquels les éléments sont utilisés, ces derniers peuvent être employés - en plus de leur fonction de capacité portante et d'encloisonnement - pour les besoins de la résistance au feu, de l'isolation acoustique et de l'isolation thermique indiqués dans les articles appropriés de la présente Norme européenne.
Les éléments couverts par la présente norme sont uniquement destinés à être soumis à des actions principalement statiques, sauf si des mesures particulières sont présentées dans les articles appropriés de la présente Norme européenne.
Le terme « armé » se rapporte à tout type d'armature à but structural et non structural.
La présente Norme européenne ne couvre pas :
- les règles pour l'utilisation de ces éléments dans les ouvrages ;
- les jonctions (excepté leur résistance mécanique et leur étanchéité E en termes de résistance au feu) ;
- les accessoires de fixation ;
- les finitions, tels que le carrelage, pour éléments extérieurs.
NOTE Les éléments en béton cellulaire autoclavé (AAC) peuvent être utilisés dans les écrans antibruit s'ils sont conçus pour satisfaire également aux exigences de l'EN 14388.
Montažni armirani elementi iz avtoklaviranega celičnega betona
Ta evropski standard se uporablja za montažne armirane elemente iz avtoklaviranega celičnega betona, ki bodo uporabljeni za naslednje: a) Gradbeni elementi: – komponente za nosilne zidove; – komponente za oporne zidove; – strešne komponente; – talne komponente; – linearne komponente (tramovi in stebri). b) Negradbeni elementi: – komponente za nenosilne zidove (pregradne stene); – obložne komponente (brez priključkov), ki se uporabljajo za zunanje fasade stavb; – majhne škatlaste nosilce, ki tvorijo kanale za ohišje storitev; – komponente za hrupne pregrade. Glede na vrsto in predvideno uporabo elementov, za katere se komponente uporabljajo, je mogoče komponente uporabiti – poleg njihove nosilne in obdajne funkcije – za namene požarne odpornosti, zvočne izolacije in toplotne izolacije, kot je navedeno v ustreznih točkah tega evropskega standarda. Komponente, ki jih zajema ta standard, se lahko izpostavljajo predvsem nedinamičnim vplivom, razen če so v ustreznih točkah tega evropskega standarda predstavljeni posebni ukrepi. Izraz »armirani« je povezan z armaturo, ki se uporablja za gradbene in negradbene namene. Ta evropski standard ne zajema: – pravil za uporabo teh komponent v konstrukcijah; – spojev (razen njihove trdnosti in integritete E za požarno odpornost); – priključkov; – apretur za zunanje komponente, kot so ploščice. OPOMBA: elementi iz avtoklaviranega celičnega betona se lahko uporabljajo pri protihrupnih ovirah, če so zasnovani tako, da izpolnjujejo tudi zahteve standarda EN 14388.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-januar-2017
1DGRPHãþD
SIST EN 12602:2008+A1:2013
0RQWDåQLDUPLUDQLHOHPHQWLL]DYWRNODYLUDQHJDFHOLþQHJDEHWRQD
Prefabricated reinforced components of autoclaved aerated concrete
Vorgefertigte bewehrte Bauteile aus dampfgehärtetem Porenbeton
Éléments préfabriqués armés en béton cellulaire autoclavé
Ta slovenski standard je istoveten z: EN 12602:2016
ICS:
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.
EN 12602
EUROPEAN STANDARD
NORME EUROPÉENNE
September 2016
EUROPÄISCHE NORM
ICS 91.100.30 Supersedes EN 12602:2008+A1:2013
English Version
Prefabricated reinforced components of autoclaved
aerated concrete
Éléments préfabriqués armés en béton cellulaire Vorgefertigte bewehrte Bauteile aus dampfgehärtetem
autoclavé Porenbeton
This European Standard was approved by CEN on 4 June 2016.
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-CENELEC 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-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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, 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
© 2016 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 12602:2016 E
worldwide for CEN national Members.
Contents Page
European foreword . 6
1 Scope . 8
2 Normative references . 8
3 Terms, definitions, symbols and abbreviations . 10
3.1 Terms and definitions . 10
3.2 Symbols . 11
3.2.1 General symbols . 11
3.2.2 Subscripts . 12
3.2.3 Symbols used in this European Standard (including normative annexes, except Annex C) . 12
3.3 Abbreviations . 19
4 Properties and requirements of materials . 20
4.1 Constituent materials of autoclaved aerated concrete . 20
4.1.1 General . 20
4.1.2 Release of dangerous substances . 20
4.2 Autoclaved aerated concrete parameters . 20
4.2.1 General . 20
4.2.2 Dry density . 21
4.2.3 Characteristic strength values . 22
4.2.4 Compressive strength . 22
4.2.5 Tensile strength and flexural strength . 23
4.2.6 Stress-strain diagram . 23
4.2.7 Modulus of elasticity . 23
4.2.8 Poisson's ratio . 24
4.2.9 Coefficient of thermal expansion. 24
4.2.10 Drying shrinkage . 24
4.2.11 Creep . 24
4.2.12 Specific heat . 25
4.2.13 Thermal conductivity . 25
4.2.14 Water vapour permeability . 27
4.2.15 Water tightness . 27
4.3 Reinforcement . 27
4.3.1 Steel . 27
4.3.2 Structural reinforcement . 28
4.3.3 Effective diameter of coated bars . 29
4.3.4 Non-structural reinforcement . 30
4.4 Bond . 30
4.5 Thermal prestress . 31
4.5.1 General . 31
4.5.2 Declared mean initial prestrain ε . 32
0m,g
5 Properties and requirements of components. 32
5.1 General . 32
5.1.1 Mechanical resistance . 32
5.1.2 Acoustic properties . 32
5.1.3 Reaction to fire and resistance to fire . 33
5.1.4 Design thermal resistance and design thermal conductivity . 33
5.2 Technical requirements and declared properties . 34
5.2.1 Dimensions and tolerances . 34
5.2.2 Mass of the components . 34
5.2.3 Dimensional stability . 34
5.2.4 Load-bearing capacity . 35
5.2.5 Deflections . 36
5.2.6 Joint strength. 36
5.2.7 Minimum requirements . 36
5.3 Durability . 38
5.3.1 General . 38
5.3.2 Environmental conditions . 38
5.3.3 Corrosion protection of reinforcement . 39
5.3.4 Freeze and thaw resistance. 40
6 Assessment and verification of constancy of performance – AVCP . 40
6.1 Introduction . 40
6.2 Type testing . 40
6.2.1 General . 40
6.2.2 Test samples, testing and compliance criteria . 41
6.2.3 Test reports . 46
6.2.4 Shared other party results . 46
6.2.5 Additional provisions for structural elements/components and/or structural kits . 46
6.2.6 Additional provisions for semi-structural elements/components and/or semi-structural
kits 47
6.3 Factory production control (FPC) . 48
6.3.1 General . 48
6.3.2 Requirements . 48
6.3.3 Product specific requirements . 57
6.3.4 Initial inspection of factory and of FPC . 57
6.3.5 Continuous surveillance of FPC . 59
6.3.6 Procedure for modifications . 60
6.3.7 One-off products, pre-production products (e.g. prototypes) and products produced in
very low quantity . 60
7 Basis for design . 61
7.1 Design methods . 61
7.2 Limit states . 61
7.3 Actions . 61
8 Marking, labelling and designation . 62
8.1 Standard designation . 62
8.2 Production detail information . 63
8.3 Additional information on accompanying documents. 63
Annex A (normative) Design by calculation . 64
A.1 General . 64
A.2 Ultimate limit states (ULS) General design assumptions . 64
A.3 Ultimate limit states (ULS): design for bending and combined bending and axial
compression. 66
A.3.1 Design assumptions . 66
A.3.2 Stress-strain diagram for AAC . 66
A.3.3 Stress-strain diagram for reinforcing steel . 67
A.3.4 Minimum reinforcement . 69
A.4 Shear . 70
A.4.1 Shear design for components predominantly under transverse load . 70
A.5 Ultimate limit states induced by structural deformation (buckling) . 75
A.5.1 General . 75
A.5.2 Method based on Euler formula . 75
A.5.3 Modified model column method . 77
A.6 Punching . 82
A.6.1 General . 82
A.6.2 Scope and definitions . 82
A.6.3 Design method for punching shear . 84
A.7 Primary torsion/combined primary torsion and shear. 85
A.8 Concentrated forces . 87
A.9 Serviceability limit states (SLS) . 88
A.9.1 General . 88
A.9.2 Limitation of stresses under serviceability conditions . 88
A.9.3 Serviceability limit states of cracking . 89
A.9.4 Serviceability limit states of deformation . 89
A.10 Detailing of reinforcement . 92
A.10.1 General . 92
A.10.2 Bond . 93
A.10.3 Anchorage . 93
A.11 Support length . 97
Annex B (normative) Design by testing. 98
B.1 General . 98
B.2 Safety evaluation . 99
B.2.1 General . 99
B.2.2 Brittle and ductile failure . 99
B.3 Ultimate limit state . 99
B.3.1 General . 99
B.3.2 Transversely loaded components . 99
B.3.3 Longitudinally loaded components . 102
B.3.4 Simultaneously transversely and longitudinally loaded wall components . 104
B.3.5 Anchorage . 105
B.4 Serviceability limit states . 107
B.4.1 Crack width control . 107
B.4.2 Deformations . 107
Annex C (normative) Resistance to fire design of AAC components and structures . 108
C.1 General . 108
C.1.1 Scope . 108
C.1.2 Distinction between principles and application rules . 108
C.1.3 Terms and definitions . 108
C.1.4 Symbols . 111
C.1.5 Units . 112
C.2 Basic principles . 112
C.2.1 Performance requirements . 112
C.2.2 Design values of material properties . 112
C.2.3 Assessment methods . 113
C.3 Material properties . 113
C.3.1 General . 113
C.3.2 AAC . 114
C.3.3 Steel . 115
C.4 Structural fire design methods. 117
C.4.1 General . 117
C.4.2 Tabulated data . 117
C.4.3 Simplified design methods . 122
C.4.4 Anchorage . 126
C.5 Protective layers . 126
Annex CA (normative) Modulus of elasticity and maximum strain of AAC and reinforcing steel at
elevated temperature . 127
Annex CB (informative) Joints between AAC components satisfying resistance to fire E . 129
CB.1 Floor and roof components with dry joints. 129
CB.2 Floor and roof components with mortar joints . 129
CB.3 Vertical and horizontal wall components with dry joints . 130
CB.4 Vertical and horizontal wall components with mortar joints . 130
Annex CC (normative) Temperature profiles of AAC wall, floor and roof components and AAC
beams 132
CC.1 Basis of temperature profiles . 132
CC.2 Temperature profiles for AAC wall, floor and roof components . 132
CC.3 Temperature profiles for AAC beams . 135
CC.4 Calculation assumptions . 144
Annex CD (normative) Resistance to fire tabulated data for walls with mechanical impact . 145
Annex D (informative) Recommended values for partial safety factors . 147
D.1 General . 147
D.2 Ultimate Limit States (ULS) . 147
D.3 Serviceability Limit States (SLS). 149
Annex E (informative) Recommendations for the consideration of prestress in the design of
prefabricated reinforced AAC components . 150
E.1 Calculation of prestrain from test results . 150
E.1.1 General . 150
E.1.2 Symbols . 151
E.1.3 Cross-section values of AAC components . 152
E.1.4 Calculation of prestrain ε from steel measurement . 152
E.2 Cross-sectional analysis of a AAC component in SLS if prestress is taken into account . 152
E.3 Splitting forces due to prestress . 153
E.4 Methods to prevent end cracks due to prestress . 153
Annex F (informative) Statistical methods for quality control . 154
Annex G (normative) Factory production control of stainless reinforcing steel based on at least
three samples – Minimum acceptance criteria for individual values and corresponding mean
values 156
Annex H (informative) Methods for declaring the mechanical and fire resistance performances
in ENs for structural elements. 157
H.1 Declaration methods . 157
H.2 Method M1 . 157
H.3 Method M2 . 157
H.4 Method M3a . 158
H.5 Method M3b . 158
Annex ZA (informative) Relationship of this European Standard with Regulation (EU)
No.305/2011 . 160
ZA.1 Scope and relevant characteristics . 160
ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) . 176
ZA.3 Assignment of AVCP tasks . 176
Bibliography . 179
European foreword
This document (EN 12602:2016) has been prepared by Technical Committee CEN/TC 177 “Prefabricated
reinforced components of autoclaved aerated concrete or light-weight aggregate concrete with open
structure”, the secretariat of which is held by DIN.
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 March 2017, and conflicting national standards shall be withdrawn
at the latest by June 2018.
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 supersedes EN 12602:2008+A1:2013.
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 Regulation (s).
For relationship with Regulation (EU) No. 305/2011, see informative Annex ZA, which is an integral part of
this document.
This document uses the methods given in the Guidance paper L, Clause 3.3, of the European Commission.
This European Standard is used together with a national application document. The national application
document may only contain information on those parameters which are left open in this European Standard
for national choice, known as Nationally Determined Parameters, to be used for the design of the
construction products and civil engineering works to be constructed in the country concerned, i.e.:
— values and/or classes where alternatives are given in this European Standard,
— values to be used where a symbol only is given in this European Standard,
— country specific data (geographical, climatic, etc.), e.g. snow map,
— procedure to be used where alternative procedures are given in this European Standard.
— decisions on the application of informative annexes,
— references to non-contradictory complementary information to assist the user to apply this European
Standard:
4.2.2.4 A.8
5.1.4 A.9.4.1
5.3.4 A.10.2.2
A.3.2 A.10.3
A.3.3 B.3.2.2
A.4.1.2 B.3.3.2
A.4.1.3.1 (7) B.3.3.3.2
A.4.1.3.2 Annex D
A.4.1.3.3
A.5.2
A.5.3.3.3 (3)
A.6.3
A.7
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following
countries are bound to implement this European Standard: 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
1 Scope
This European Standard is for prefabricated reinforced components of autoclaved aerated concrete to be
used in building construction for:
a) Structural elements:
— loadbearing wall components;
— retaining wall components;
— roof components;
— floor components;
— linear components (beams and piers).
b) Non-structural elements:
— non-loadbearing wall components (partition walls);
— cladding components (without fixtures) intended to be used for external facades of buildings;
— small box culverts used to form channels for the enclosure of services;
— components for noise barriers.
Depending on the type and intended use of elements for which the components are utilized, the components
can be applied – in addition to their loadbearing and encasing function – for purposes of fire resistance,
sound insulation and thermal insulation indicated in the relevant clauses of this European Standard.
Components covered by this standard are only intended to be subjected to predominantly non-dynamic
actions, unless special measures are introduced in the relevant clauses of this European Standard.
The term “reinforced” relates to reinforcement used for both structural and non-structural purposes.
This European Standard does not cover:
— rules for the application of these components in structures;
— joints (except their strength and integrity E of resistance to fire);
— fixtures;
— finishes for external components, such as tiling.
NOTE AAC components may be used in noise barriers if they are designed to fulfil also the requirements of
EN 14388.
2 Normative references
The following documents, in whole or in part, are normatively 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 678, Determination of the dry density of autoclaved aerated concrete
EN 679, Determination of the compressive strength of autoclaved aerated concrete
EN 680, Determination of the drying shrinkage of autoclaved aerated concrete
EN 772-16, Methods of test for masonry units - Part 16: Determination of dimensions
EN 772-20, Methods of test for masonry units - Part 20: Determination of flatness of faces of aggregate
concrete, manufactured stone and natural stone masonry units
EN 989, Determination of the bond behaviour between reinforcing bars and autoclaved aerated concrete by the
"Push-Out" test
EN 990, Test methods for verification of corrosion protection of reinforcement in autoclaved aerated concrete
and lightweight aggregate concrete with open structure
EN 991, Determination of the dimensions of prefabricated reinforced components made of autoclaved aerated
concrete or lightweight aggregate concrete with open structure
EN 1351, Determination of flexural strength of autoclaved aerated concrete
EN 1352, Determination of static modulus of elasticity under compression of autoclaved aerated concrete or
lightweight aggregate concrete with open structure
EN 1355, Determination of creep strains under compression of autoclaved aerated concrete or lightweight
aggregate concrete with open structure
EN 1356, Performance test for prefabricated reinforced components of autoclaved aerated concrete or
lightweight aggregate concrete with open structure under transverse load
EN 15304, Determination of the freeze-thaw resistance of autoclaved aerated concrete
EN 1737, Determination of shear strength of welded joints of reinforcement mats or cages for prefabricated
components made of autoclaved aerated concrete or lightweight aggregate concrete with open structure
EN 1738, Determination of steel stresses in unloaded reinforced components made of autoclaved aerated
concrete
EN 1739, Determination of shear strength for in-plane forces of joints between prefabricated components of
autoclaved aerated concrete or lightweight aggregate concrete with open structure
EN 1740, Performance test for prefabricated reinforced components made of autoclaved aerated concrete or
lightweight aggregate concrete with open structure under predominantly longitudinal load (vertical
components)
EN 1741, Determination of shear strength for out-of-plane forces of joints between prefabricated components
made of autoclaved aerated concrete or lightweight aggregate concrete with open structure
EN 1742, Determination of shear strength between different layers of multilayer components made of
autoclaved aerated concrete or lightweight aggregate concrete with open structure
EN 1992-1-1:2004, Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
EN 10080, Steel for the reinforcement of concrete - Weldable reinforcing steel - General
EN 10088-5, Stainless steels - Part 5: Technical delivery conditions for bars, rods, wire, sections and bright
products of corrosion resisting steels for construction purposes
EN 12269-1, Determination of the bond behaviour between reinforcing steel and autoclaved aerated concrete
by the "beam test" - Part 1: Short term test
EN 12269-2, Determination of the bond behaviour between reinforcing steel and autoclaved aerated concrete
by the beam test - Part 2: Long term test
EN 12664, Thermal performance of building materials and products - Determination of thermal resistance by
means of guarded hot plate and heat flow meter methods - Dry and moist products of medium and low thermal
resistance
EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using
test data from reaction to fire tests
EN 13501-2, Fire classification of construction products and building elements — Part 2: Classification using
data from fire resistance tests, excluding ventilation services
EN 15361:2007, Determination of the influence of the corrosion protection coating on the anchorage capacity
of the transverse anchorage bars in prefabricated reinforced components of autoclaved aerated concrete
EN ISO 354, Acoustics - Measurement of sound absorption in a reverberation room (ISO 354)
EN ISO 717-1, Acoustics - Rating of sound insulation in buildings and of building elements - Part 1: Airborne
sound insulation (ISO 717-1)
EN ISO 717-2, Acoustics - Rating of sound insulation in buildings and of building elements - Part 2: Impact
sound insulation (ISO 717-2)
EN ISO 10456, Building materials and products - Hygrothermal properties -Tabulated design values and
procedures for determining declared and design thermal values (ISO 10456)
EN ISO 10140-1, Acoustics - Laboratory measurement of sound insulation of building elements - Part 1:
Application rules for specific products (ISO 10140-1)
EN ISO 10140-2 Acoustics - Laboratory measurement of sound insulation of building elements - Part 2:
Measurement of airborne sound insulation (ISO 10140-2)
EN ISO 10140-3 Acoustics - Laboratory measurement of sound insulation of building elements - Part 3:
Measurement of impact sound insulation (ISO 10140-3)
EN ISO 10140-4 Acoustics - Laboratory measurement of sound insulation of building elements - Part 4:
Measurement of impact sound insulation (ISO 10140-4)
EN ISO 10140-5 Acoustics - Laboratory measurement of sound insulation of building elements - Part 5:
Requirements for test facilities and equipment (ISO 10140-5)
EN ISO 15630-1, Steel for the reinforcement and prestressing of concrete - Test methods - Part 1: Reinforcing
bars, wire rod and wire (ISO 15630-1)
3 Terms, definitions, symbols and abbreviations
3.1 Terms and def
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