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EN 13747:2005+A1:2008

(Main)

Precast concrete products - Floor plates for floor systems

Precast concrete products - Floor plates for floor systems

This European standard deals with the requirements, the basic performance criteria and evaluation of conformity for precast floor plates made of reinforced or prestressed normal weight concrete according to EN 1992 1 1:2004, used in conjunction with cast-in-situ concrete (topping) for the construction of composite floor slabs. Annex B gives different types of composite slabs made with floor plates.
These floor plates, with or without void formers, can include lattice girders or stiffening ribs incorporated during the precasting.
They shall be manufactured in factories by casting, slip forming or extrusion.
The products covered by this standard are intended to be used as part of structural floors in applications such as:
-   floors and roofs of buildings (including industrial and storage buildings, public buildings as schools, hospitals, etc.);
-   parking/circulation areas;
-   cover for culverts;
-   etc.
The products may be used in seismic areas provided they fulfil the requirements specific to this use.
This standard does not cover:
-   reinforced and prestressed floor plates with a nominal thickness less than 40 mm;
-   prestressed floor plates with a nominal thickness less than 50 mm without stiffening ribs or lattice girder;
-   floor plates with a very smooth upper face, such as defined in 6.2.5 of EN 1992-1-1:2004.

Betonfertigteile - Deckenplatten mit Ortbetonergänzung

Produits préfabriqués en béton - Prédalles pour systèmes de planchers

La présente Norme européenne spécifie les prescriptions, les critères relatifs aux performances de base et
d’évaluation de la conformité pour les prédalles préfabriquées en béton armé ou précontraint de granulats courants
conformément à l’EN 1992-1-1:2004, utilisées conjointement avec du béton coulé en place (dalle rapportée) pour la
construction de dalles de planchers composites. L’Annexe B donne différents types de dalles composites fabriquées
avec des prédalles.
Ces prédalles, avec ou sans blocs d’élégissement, peuvent comprendre des raidisseurs à treillis ou des nervures de
raidissement incorporés pendant la préfabrication.
Elles doivent être fabriquées en usine par moulage, par filage ou par extrusion.
Les produits visés par la présente norme sont destinés à faire partie de planchers structurels pour des applications
telles que :
- planchers et toitures de bâtiments (y compris des bâtiments industriels et de stockage, des bâtiments publics
comme les écoles, des hôpitaux, etc.) ;
- zones de stationnement/circulation ;
- couvercles pour cadres enterrés ;
- etc.
Les produits peuvent être utilisés en zones sismiques à condition qu’ils répondent aux prescriptions spécifiques
à cette utilisation.
La présente norme ne vise pas :
- les prédalles en béton armé !et les prédalles précontraintes" avec une épaisseur nominale inférieure à 40 mm ;
- les prédalles précontraintes avec une épaisseur nominale inférieure à 50 mm !sans nervure de raidissement,
ni raidisseur à treillis" ;
- les prédalles avec une face supérieure très lisse, tel que défini au paragraphe 6.2.5 de l'EN 1992-1-1:2004.

Montažni betonski izdelki - Etažne plošče za etažne sisteme

General Information

Status
Withdrawn
Publication Date
21-Oct-2008
Withdrawal Date
23-Mar-2010
ICS
91.100.30 - Concrete and concrete products
Technical Committee
CEN/TC 229 - Precast concrete products
Drafting Committee
CEN/TC 229/WG 1 - Products for which the stability requirements is predominant
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
24-Mar-2010
Completion Date
24-Mar-2010
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
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
SIST EN 13747:2005+A1:2009 - Precast concrete products - Floor plates for floor systems

Relations

Merged Into
EN 13747:2005+A2:2010 - Precast concrete products - Floor plates for floor systems
Effective Date
18-Jan-2023
Merged From
EN 13747:2005/AC:2006 - Precast concrete products - Floor plates for floor systems
Effective Date
19-Jan-2023
Merged From
EN 13747:2005 - Precast concrete products - Floor plates for floor systems
Effective Date
19-Jan-2023
Merged From
EN 13747:2005/prA1 - Precast concrete products - Floor plates for floor systems
Effective Date
18-Jan-2023

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EN 13747:2005+A1:2009
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Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Betonfertigteile - Deckenplatten mit OrtbetonergänzungProduits préfabriqués en béton - Prédalles pour systèmes de planchersPrecast concrete products - Floor plates for floor systems91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 13747:2005+A1:2008SIST EN 13747:2005+A1:2009en,fr01-marec-2009SIST EN 13747:2005+A1:2009SLOVENSKI
STANDARDSIST EN 13747:2005/AC:2007SIST EN 13747:20051DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13747:2005+A1
October 2008 ICS 91.100.30 Supersedes EN 13747:2005English Version
Precast concrete products - Floor plates for floor systems
Produits préfabriqués en béton - Prédalles pour systèmes de planchers
Betonfertigteile - Deckenplatten mit Ortbetonergänzung This European Standard was approved by CEN on 17 February 2005 and includes Corrigendum 1 issued by CEN on 6 December 2006 and Amendment 1 approved by CEN 14 September 2008.
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 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 Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2008 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13747:2005+A1:2008: ESIST EN 13747:2005+A1:2009

Inspection schemes.30 A.1 Process inspection.30 A.2 Finished product inspection.31 Annex B (informative)
Types of composite slabs.32 B.1 Scope.32 B.2 Different types of composite slabs.32 B.2.1 Solid composite slabs.32 B.2.2 Hollow composite slabs.32 B.3 Topping.33 Annex C (informative)
Stiffening ribs and void formers.34 C.1 Stiffening ribs.34 C.1.1 Nominal width of ribs.34 C.1.2 Nominal height of ribs.34 C.1.3 Nominal space between ribs.34 C.1.4 Distance between the edge of the floor plate and the centre line of the nearest rib.35 C.1.5 Specific case of reinforced floor plate with a single rib.35 C.2 Void formers.36 C.3 Additional examples of stiffening ribs and ball void formers.37 C.3.1 General.37 C.3.2 Dimensions.38 Annex D (informative)
Monolithism of composite slabs.40 D.1 General.40 D.2 Strength of connecting reinforcement.41 D.3 Anchorage of connecting reinforcement.41 Annex E (informative)
Detailing of support joints and anchorage of reinforcement of composite slabs.44 E.1 Scope.44 E.2 General.44 E.2.1 Effective support length.44 E.2.2 Types of connections.45 E.3 Anchorage of lower reinforcements of the composite slab.47 E.3.1 Anchorage on the end support.47 E.3.2 Anchorage in special cases.49 Annex F (informative)
Design of composite slab.53 F.1 General.53 F.2 Connections between adjacent floor plates.53 F.3 Bending ultimate limit state.55 F.4 Serviceability limit state.55 F.4.1 General.
...

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