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CEN

EN 15037-1:2008

(Main)

Precast concrete products - Beam-and-block floor systems - Part 1: Beams

Precast concrete products - Beam-and-block floor systems - Part 1: Beams

This European Standard deals with the requirements, the basic performance criteria and evaluation of conformity for precast beams made of reinforced or prestressed normal or lightweight concrete according to EN 1992-1-1:2004, with or without clay shell, used in conjunction with blocks in compliance with prEN 15037-2 or prEN 15037-3 or prEN 15037-4 or prEN 15037-5, with or without cast in-situ concrete for the construction of beam-and-block floor and roof systems. Examples of typology of floor and roof systems are given in Annex B.
It is essential that the total depth of the beam be comprised between 60 mm and 300 mm and the beams be at centres of not more than 1,00 m.
For higher depth, it is essential that the precast concrete beams be in compliance with EN 13225.
The products covered by this standard are intended to be used as structural floor and roof systems, including parking areas for light vehicles corresponding to traffic category F of EN 1991-1-1:2002, which are not subjected to fatigue loading.
The products may be used in seismic areas provided they fulfil the requirements specific to this use.

Betonfertigteile - Balkendecken mit Zwischenbauteilen - Teil 1: Balken

Diese Europäische Norm behandelt die Anforderungen an sowie die grundlegenden Leistungskriterien und die Konformitätsbewertung von vorgefertigten Balken aus Stahl  oder Spannbeton (Normalbeton) nach EN 1992 1 1:2004 mit oder ohne Ziegelschale, die zusammen mit Zwischenbauteilen nach prEN 15037 2 oder prEN 15037-3 oder prEN 15037-4 oder prEN 15037-5 und/oder Ortbeton zur Herstellung von Balkendecken mit Zwischenbauteilen sowie von Dachsystemen verwendet werden. Anhang B enthält eine Übersicht über die verschiedenen Typen von Decken- und Dachsystemen.
Die Gesamthöhe der Balken muss stets zwischen 60 mm und 500 mm betragen, und der Mittenabstand der Balken darf nicht mehr als 1,00 m betragen.
Bei größeren Höhen müssen die vorgefertigten Betonbalken stets den Anforderungen nach EN 13225 genügen.
Die durch diese Norm abgedeckten Produkte sind sowohl für den Einsatz als tragende Decken- und Dachsysteme einschließlich Parkflächen für leichte Fahrzeuge entsprechend der Verkehrskategorie F nach EN 1991 1 1:2002, die keinen Dauerschwingbeanspruchungen ausgesetzt sind, vorgesehen.
Die Produkte dürfen auch in Erdbebengebieten eingesetzt werden, vorausgesetzt, sie erfüllen die besonderen Anforderungen an diesen Verwendungszweck.

Produits préfabriqués en béton - Systèmes de planchers à poutrelles et entrevous - Partie 1: Poutrelles

La présente Norme européenne spécifie les prescriptions, les critères de performance de base et l’évaluation de la conformité des poutrelles préfabriquées en béton armé ou précontraint de granulats de masse volumique normale conformément à l’EN 1992-1-1:2004, avec ou sans coque en terre cuite, utilisées conjointement avec des entrevous conformes au prEN 15037-2, au prEN 15037-3, au prEN 15037-4 ou au prEN 15037-5, avec ou sans béton coulé en place pour la construction de systèmes de planchers et de toitures à poutrelles et entrevous. L’Annexe B donne des exemples de la typologie de différents systèmes de planchers et de toiture correspondants.
Il est essentiel que la hauteur totale de la poutrelle soit comprise entre 60 mm et 500 mm et que l'entraxe des poutrelles ne dépasse pas 1,00 m.
Pour des hauteurs supérieures, il est essentiel que les poutrelles préfabriquées en béton soient conformes à l'EN 13225.
Les produits couverts par la présente norme sont destinés à être utilisés comme systèmes structurels de planchers et de toitures (non soumis à charge de fatigue), y compris pour le stationnement des véhicules légers avec un trafic de catégorie F selon l’EN 1991-1-1:2002.
Les produits peuvent être utilisés dans des zones sismiques à condition qu’ils répondent aux prescriptions spécifiques à cette utilisation.

Montažni betonski izdelki - Stropni sistemi iz nosilcev in polnil - 1. del: Nosilci

General Information

Status
Published
Publication Date
01-Apr-2008
Withdrawal Date
29-Apr-2011
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
6060 - Definitive text made available (DAV) - Publishing
Start Date
02-Apr-2008
Due Date
11-Dec-2006
Completion Date
02-Apr-2008
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 15037-1:2008 - Precast concrete products - Beam-and-block floor systems - Part 1: Beams

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Montažni betonski izdelki - Stropni sistemi iz nosilcev in polnil - 1. del: NosilciVorgefertigte Betonerzeugnisse - Rippen-rund Balkendecken mit Zwischenbauteilen - Teil 1: TrägerProduits préfabriqués en béton - Systemes de planchers a poutrelles et entrevous - Partie 1: PoutrellesPrecast concrete products - Beam-and-block floor systems - Part 1: Beams91.100.30Beton in betonski izdelkiConcrete and concrete products91.060.30Stropi. Tla. StopniceCeilings. Floors. StairsICS:Ta slovenski standard je istoveten z:EN 15037-1:2008SIST EN 15037-1:2008en01-junij-2008SIST EN 15037-1:2008SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 15037-1April 2008ICS 91.100.30 English VersionPrecast concrete products - Beam-and-block floor systems -Part 1: BeamsProduits préfabriqués en béton - Systèmes de planchers àpoutrelles et entrevous - Partie 1: PoutrellesBetonfertigteile - Balkendecken mit Zwischenbauteilen -Teil 1: BalkenThis European Standard was approved by CEN on 30 June 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15037-1:2008: ESIST EN 15037-1:2008

Inspection schemes for beams.28 A.1 General.28 A.2 Process inspection.28 A.3 Finished product inspection.28 Annex B (informative)
Typology of beam-and-block floor systems.30 B.1 General.30 B.2 Floor systems with cast in-situ structural topping.30 B.3 Floor systems with composite topping.31 B.4 Floor systems with partial topping.32 B.5 Floors with self-bearing beams.33 Annex C (informative)
Monolithism of composite floor systems.34 C.1 General.34 C.2 Strength of connecting reinforcement.36 C.3 Anchorage of connecting reinforcement.36 Annex D (informative)
Detailing of supports and anchorage of reinforcement.39 D.1 General.39 D.2 Construction of supports.39 D.3 Anchorage of reinforcements.47 Annex E (informative)
Design of composite floor systems.49 E.1 General.49 E.2 Resisting section of the finished floor system.49 SIST EN 15037-1:2008

Design of self-bearing beams.65 F.1 General.65 F.2 Design value of the ultimate limit state bending moment.65 F.3 Serviceability limit state of prestressed beams.65 F.4 Design value of the resisting shear force.65 Annex G (informative)
Diaphragm action.66 G.1 General.66 G.2 Case of low rise building.67 Annex H (normative)
Testing to determine erection spans.68 H.1 General.68 H.2 Determination of erection span.68 H.3 Apparatus.69 H.4 Test arrangement.69 H.5 Loading procedure.70 H.6 Interpretation of results.71 H.7 Test report.73 Annex J (informative)
Concrete strength at time of release of tendons.74 J.1 General.74 Annex K (informative)
Resistance to fire.76 K.1 General.76 K.2 Fire resistance of beam-and-block floor systems.76 K.3 Determination by testing.76 K.4 Evaluation by calculation.76 K.5 Tabulated data.78 Annex L (informative)
Acoustic insulation.79 L.1 General.79 L.2 Airborne sound insulation.79 L.3 Impact sound insulation.79 Annex Y (informative)
Choice of CE marking method.81 Y.1 General.81 Y.2 Method 1.81 Y.3 Method 2.81 Y.4 Method 3.81 Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 89/109/EEC, EU Construction Products Directive.82 ZA.1 Scope and relevant characteristics.82 ZA.2 Procedure for attestation of conformity of beams for beam-and-block floor systems.84 ZA.3 CE marking and labelling.85
...

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