EN 1168:2005
(Main)Precast concrete products - Hollow core slabs
Precast concrete products - Hollow core slabs
This European Standard deals with the requirements and the basic performance criteria and specifies minimum values where appropriate for precast hollow core slabs made of prestressed or reinforced normal weight concrete according to EN 1992-1-1:2004.
This European Standard covers terminology, performance criteria, tolerances, relevant physical properties, special test methods, and special aspects of transport and erection.
Hollow core elements are used in floors, roofs, walls and similar applications. In this European Standard the material properties and other requirements for floors and roofs are dealt with; for special use in walls and other applications, see the relevant product standards for possible additional requirements.
The elements have lateral edges provided with a longitudinal profile in order to make a shear key for transfer of vertical shear through joints between contiguous elements. For diaphragm action the joints have to function as horizontal shear joints.
The elements are manufactured in factories by extrusion, slipforming or mouldcasting.
The application of the standard is limited for prestressed elements to a maximum depth of 450 mm and a maximum width of 1 200 mm. For reinforced elements the maximum depth is limited to 300 mm and the maximum width without transverse reinforcement to 1 200 mm and with transverse reinforcement to 2 400 mm.
The elements may be used in composite action with an in situ structural topping cast on site.
The applications considered are floors and roofs of buildings, including areas for vehicles in the category F and G of EN 1991-2 which are not subjected to fatigue loading. For building in seismic zones additional provisions are given in EN 1998-1.
This European Standard does not deal with complementary matters. E.g. the slabs should not be used in roofs without additional protection against water penetration.
Betonfertigteile - Hohlplatten
Diese Europäische Norm legt die Anforderungen und die grundlegenden Leistungskriterien und, sofern dies angemessen ist, in Übereinstimmung mit EN 1992 1 1:2004 die Mindestwerte für vorgefertigte Spannbeton- oder Stahlbetonhohlplatten fest.
Diese Europäische Norm behandelt die Terminologie, Leistungskriterien, Toleranzen, wesentliche physikalische Eigen¬schaften, besondere Prüfverfahren und speziell auf den Transport und die Montage bezogene Aspekte.
Hohlplatten werden für Decken, Dächer, Wände und ähnliche Anwendungsbereiche verwendet. In dieser Europäischen Norm werden die Baustoffeigenschaften und andere Anforderungen an Decken und Dächer behandelt; für den Sonderfall der Verwendung für Wände und sonstige Anwendungen wird auf die entsprechenden Produktnormen hinsichtlich möglicher zusätzlicher Anforderungen verwiesen.
Die Bauteile haben Seitenkanten mit einer Längsprofilierung zur Bildung eines Querkraftschlusses zur Über-tragung von vertikalen Querkräften über die Fugen zwischen zwei benachbarten Bauteilen. Um die Scheiben-wirkung sicherzustellen, müssen die Fugen als horizontale Schubfugen wirken.
Die Bauteile werden in Fertigteilwerken mit Extrudern, Gleitfertigern oder in Einzelformen hergestellt.
Die Anwendung der Norm ist beschränkt auf Spannbetonbauteile mit einer maximalen Dicke von 450 mm und einer maximalen Breite von 1 200 mm. Bei Stahlbetonbauteilen ist die maximale Dicke auf 300 mm und die maximale Breite ohne Querbewehrung auf 1 200 mm und mit Querbewehrung auf 2 400 mm beschränkt.
Die Bauteile dürfen als Verbundbauteil mit einer statisch mitwirkenden Ortbetonschicht verwendet werden.
Der Anwendungsbereich umfasst Decken und Dächer von Gebäuden, einschließlich Fahr- und Parkflächen für Fahrzeuge der Kategorien F und G nach EN 1991 2, die keinen Ermüdungseinwirkungen unterworfen sind. Für das Bauen in Erdbebengebieten sind in EN 1998 1 zusätzliche Vorschriften angegeben.
Diese Europäische Norm gilt nicht für ergänzende Dinge. So sollten die Platten z. B. nicht ohne zusätzlichen Schutz gegen das Eindringen von Wasser in Dächern verwendet werden.
Produits préfabriqués en béton - Dalles alvéolées
La présente Norme européenne spécifie les prescriptions et les critères relatifs aux performances de base, et spécifie, lorsque nécessaire, les valeurs minimales pour les dalles alvéolées préfabriquées en béton de masse volumique normale précontraint ou armé, conformément à l'EN 1992-1-1:2004.
La présente Norme européenne couvre la terminologie, les critères de performances, les tolérances, les propriétés physiques pertinentes, les méthodes d'essai particulières et les aspects relatifs au transport et à la mise en oeuvre.
Les dalles alvéolées sont utilisées dans les planchers, les toitures, les murs et pour des applications similaires. Dans la présente norme, sont traitées les propriétés des matériaux ainsi que d’autres prescriptions pour une utilisation en planchers et en toitures ; pour des utilisations spéciales en murs et autres applications, se reporter aux éventuelles prescriptions supplémentaires dans les normes de produits concernées.
Les bords latéraux des éléments présentent un profil longitudinal afin de former une clé de cisaillement pour le transfert du cisaillement vertical à travers les joints entre éléments contigus. Pour la fonction diaphragme, les joints doivent permettre la transmission du cisaillement horizontal.
Les éléments sont fabriqués en usine par extrusion, filage ou moulage.
L'application de la présente norme est limitée aux éléments précontraints ayant une hauteur maximale de 450 mm et une largeur maximale de 1 200 mm. Pour les éléments armés, la hauteur maximale est limitée à 300 mm, la largeur maximale à 1 200 mm pour les éléments sans armatures transversales et à 2 400 mm pour les éléments avec armatures transversales.
Les éléments peuvent être utilisés avec une dalle rapportée structurelle coulée en place de manière à créer une action composite.
Les applications envisagées sont les planchers et les toitures de bâtiments, y compris les zones pour véhicules de catégories F et G telles que définies dans l'EN 1991-2 qui ne sont pas soumises à des charges de fatigue. Pour les bâtiments en zones sismiques, des prescriptions supplémentaires sont données dans
l'EN 1998-1.
La présente Norme européenne ne traite pas des aspects complémentaires. Par exemple, il convient de ne pas utiliser les dalles en toitures sans une protection supplémentaire contre la pénétration de l'eau.
Montažni betonski izdelki – Votle plošče
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-julij-2005
0RQWDåQLEHWRQVNLL]GHONL±9RWOHSORãþH
Precast concrete products - Hollow core slabs
Betonfertigteile - Hohlplatten
Produits préfabriqués en béton - Dalles alvéolées
Ta slovenski standard je istoveten z: EN 1168:2005
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.
EUROPEAN STANDARD
EN 1168
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2005
ICS 91.060.30; 91.100.30
English version
Precast concrete products - Hollow core slabs
Produits préfabriqués en béton - Dalles alvéolées Vorgefertigte Betonerzeugnisse - Hohlplatten
This European Standard was approved by CEN on 1 July 2004.
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 Central Secretariat 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 Central Secretariat has the same status as the official
versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36 B-1050 Brussels
© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1168:2005: E
worldwide for CEN national Members.
Contents
The numbering of clauses is strictly related to EN 13369: Common rules for precast concrete products, at least for
the first three digits. When a clause of EN 13369 is not relevant or included in a more general reference of this
standard, its number is omitted and this may result in a gap on numbering.
Foreword .3
Introduction.5
1 Scope .6
2 Normative references .6
3 Terms and definitions.7
4 Requirements .8
5 Test methods.18
6 Evaluation of conformity .19
7 Marking .19
8 Technical documentation.19
Annex A (normative) Inspection schemes.20
Annex B (informative) Typical shapes of joints .22
Annex C (informative) Transverse load distribution.24
Annex D (informative) Diaphragm action.32
Annex E (informative) Unintended restraining effects and negative moments .33
Annex F (informative) Mechanical resistance in case of verification by calculation: shear capacity of
composite members .36
Annex G (informative) Resistance to fire.39
Annex H (informative) Design of connections.42
Annex J (normative) Full scale test.44
Annex Y (informative) Choice of CE marking method .47
Annex ZA (informative) Clauses of this European Standard addressing essential requirements or
other provisions of EU Directives.48
Bibliography.59
Foreword
This document (EN 1168:2005) has been prepared by Technical Committee CEN/TC 229 “Precast concrete
products”, the secretariat of which is held by AFNOR.
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 November 2005, and conflicting national standards shall be withdrawn at the latest
by May 2007.
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 has been prepared under a mandate given to CEN by the European Commission and the European
Free Trade Association, and supports essential requirements of Construction Products Directives (89/106/EEC) of
the European Union (EU).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.
This standard is one of a series of product standards for precast concrete products.
For common aspects reference is made to EN 13369 : Common rules for precast products, from which also the
relevant requirements of the EN 206-1 : Concrete - Part 1 : Specification, performances, production and conformity
are taken.
The references to EN 13369 by CEN/TC 229 product standards are intended to make them homogeneous and to
avoid repetitions of similar requirements.
Eurocodes are taken as a common reference for design aspects. The installation of some structural precast
concrete products is dealt with by ENV 13670-1 : Execution of concrete structures – Part1 : Common rules, which
has at the moment the status of an European Prestandard. In all countries it can be accompanied by alternatives
for national application and it shall not be treated as a European standard.
The programme of standards for structural precast concrete products comprises the following standards, in some
cases consisting of several parts :
EN 1168, Precast concrete products – Hollow core slabs
EN 12794, Precast concrete products – Foundation piles
EN 12843, Precast concrete products – Masts and poles
EN 13224, Precast concrete products – Ribbed floor elements
EN 13225, Precast concrete products – Linear structural elements
EN 13693, Precast concrete products – Special roof elements
prEN 13747, Precast concrete products – Floor plates for floor systems
prEN 13978, Precast concrete products – Precast concrete garages
prEN 14843, Precast concrete products - Stairs
prEN 14844, Precast concrete products – Box culverts
prEN 14991, Precast concrete products – Foundation elements
prEN 14992, Precast concrete products – Wall elements : Production properties and performances
prEN 15258, Precast concrete products – Retaining wall elements
prEN 15050, Precast concrete products – Bridge elements
This standard defines in Annex ZA the application methods of CE marking to products designed using the relevant
EN Eurocodes (EN 1992-1-1 and EN 1992-1-2). Where, in default of applicability conditions of EN Eurocodes to the
works of destination, design Provisions other than EN Eurocodes are used for mechanical strength and/or fire
resistance, the conditions to affix CE marking to the product are described in ZA.3.4.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark,
Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom.
Introduction
The evaluation of conformity given in this standard refers to the completed precast elements which are supplied to
the market and covers all the production operations carried out in the factory.
For design rules reference is made to EN 1992-1-1. Additional complementary rules are provided where necessary.
The verification of the mechanical resistance of hollow core slabs is, at this stage of standardisation, only fully
accepted by calculation; in Annex J ( Normative) a test method is given for confirmation of design model for shear
resistance.
Special rules for structures with hollow core elements are presented in annexes about load distribution (Annex C),
diaphragm action (Annex D), negative moments (Annex E), shear capacity of composite members (Annex F) and
design of connections (Annex H).
Because of some specialities of the product, e.g. the absence of transverse reinforcement, some complementary
design rules to EN 1992-1-1 are necessary. Furthermore, research on hollow core slabs has resulted in special,
widely used, design rules which are not incorporated in the design rules of EN 1992-1-1. According to
subclause 1.2 of EN 1992-1-1:2004 the complementary rules, given in informative annexes in this standard, comply
with the relevant principles given in EN 1992-1-1.
Because of the fact that the experimental evidence is mainly based on elements with limited depth and width, this
standard is applicable to elements with these limited dimensions. This limitation is not intended to prohibit the
application of elements with larger sizes, but the experience is not yet wide enough to draw up standardised design
rules.
1 Scope
This European Standard deals with the requirements and the basic performance criteria and specifies minimum
values where appropriate for precast hollow core slabs made of prestressed or reinforced normal weight concrete
according to EN 1992-1-1:2004.
This European Standard covers terminology, performance criteria, tolerances, relevant physical properties, special
test methods, and special aspects of transport and erection.
Hollow core elements are used in floors, roofs, walls and similar applications. In this European Standard the
material properties and other requirements for floors and roofs are dealt with; for special use in walls and other
applications, see the relevant product standards for possible additional requirements.
The elements have lateral edges provided with a longitudinal profile in order to make a shear key for transfer of
vertical shear through joints between contiguous elements. For diaphragm action the joints have to function as
horizontal shear joints.
The elements are manufactured in factories by extrusion, slipforming or mouldcasting.
The application of the standard is limited for prestressed elements to a maximum depth of 450 mm and a maximum
width of 1 200 mm. For reinforced elements the maximum depth is limited to 300 mm and the maximum width
without transverse reinforcement to 1 200 mm and with transverse reinforcement to 2 400 mm.
The elements may be used in composite action with an in situ structural topping cast on site.
The applications considered are floors and roofs of buildings, including areas for vehicles in the category F and G
of EN 1991-2 which are not subjected to fatigue loading. For building in seismic zones additional provisions are
given in EN 1998-1.
This European Standard does not deal with complementary matters. E.g. the slabs should not be used in roofs
without additional protection against water penetration.
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.
EN 206-1:2000, Concrete – Part 1: Specification, performance, production and conformity.
EN 1992-1-1:2004, Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings.
EN 1992-1-2:2004, Eurocode 2: Design of concrete structures – Part 1-2: General rules – Structural fire design.
EN 12390-2, Testing hardened concrete – Part 2: Making and curing specimens for strength tests.
EN 12390-3, Testing hardened concrete – Part 3: Compressive strength of test specimens.
EN 12390-4:2000, Testing hardened concrete – Part 4: Compressive strength – Specification for testing machines.
EN 12390-6, Testing hardened concrete – Part 6: Tensile splitting strength of test specimens.
EN 12504-1, Testing concrete in structures – Part 1: Cored specimens – Testing, examining and testing in
compression.
EN 13369:2004, Common rules for precast concrete products.
prEN 13791:2003, A
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