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CEN

EN 1337-3:2005

(Main)

Structural bearings - Part 3: Elastomeric bearings

Structural bearings - Part 3: Elastomeric bearings

This part of EN 1337 applies to elastomeric bearings with or without complementary bearing devices to extend their field of use such as flat sliding elements covered by EN 1337-2 or sliding surface described in 4.4.4, as used in bridge structures or any other structure with comparable support conditions.
This part of EN 1337 applies to elastomeric bearings with dimensions in plan up to (1200 x 1200) mm and does not cover elastomeric bearings made with other elastomers materials than those specified in 4.4.1. It applies to laminated bearings types A, B, C, laminated sliding bearings types E and D, plain pad and strip bearings type F.
This part deals with bearings for use in operating temperatures ranging from - 25 °C to + 50 °C and for short periods up to + 70 °C.
It is recognised that the air temperature in some regions of Northern Europe is lower than -25 °C.
In this case of very low operating temperature (down to - 40 °C), it is essential that bearing characteristics comply also with the shear modulus at very low temperature (see 4.3.1.3. and annex F)

Lager im Bauwesen - Teil 3: Elastomerlager

Dieser Teil von EN 1337 gilt für Elastomerlager mit oder ohne zusätzliche Vorrichtungen zur Erweiterung des Anwendungsgebietes der Lager, wie z.B. flache Gleitteile nach EN 1337-2 oder Gleitflächen nach 4.4.4, zur Verwendung im Brückenbau oder in Bauwerken mit vergleichbaren Auflagerbedingungen.
Dieser Teil von EN 1337 gilt für Elastomerlager mit einer Grundfläche bis (1200 x 1200) mm aus den unter 4.4.1 festgelegten Elastomeren. Er gilt für bewehrte Lager vom Typ A, B und C, bewehrte Lager vom Typ E und D sowie für Streifenlager vom Typ F.
Dieser Teil der Norm regelt die Anwendung in einem Temperaturbereich von -25 °C bis +50 °C, kurzzeitig bis +70 °C.
Es ist bekannt, dass in einigen Regionen Nordeuropas die Lufttemperatur niedriger als
-25 °C ist.
Im Falle der Anwendung bei sehr niedrigen Temperaturen (bis -40°C) müssen die Eigenschaften der Lager unbedingt ebenfalls dem Schubmodul bei sehr niedrigen Temperaturen (4.3.1.3 und Anhang F) entsprechen.

Appareils d'appui structuraux - Partie 3: Appareils d'appui en élastomère

La présente partie de l'EN 1337 s'applique aux appareils d'appui en élastomère avec ou sans dispositifs d'appui complémentaires pour étendre leur domaine d'utilisation, tels que les éléments plans de glissement couverts par l'EN 1337-2 ou les surfaces de glissement décrites en 4.4.4, comme utilisées dans des structures de pont ou dans toute autre structure présentant des conditions d'appui comparables.
La présente partie de l'EN 1337 s'applique aux appareils d'appui en élastomère dont les dimensions dans le plan sont inférieures à (1200 x 1200) mm et ne couvre pas les appareils d'appui en élastomère à base d'élastomères autres que ceux qui sont indiqués en 4.4.1. Elle s'applique aux appareils d'appui frettés des types A, B, C, aux appareils d'appui glissants frettés des types E et D, aux appareils d'appui non frettés et en bande du type F.
La présente partie traite des appareils d'appui à utiliser dans une plage de températures de service allant de - 25 °C à + 50 °C et pendant de courtes périodes jusqu'à + 70 °C.
Il est admis que la température de l'air dans certaines régions d'Europe du Nord est inférieure à - 25 °C.
Dans le cas de températures de service très basses (jusqu'à - 40 °C), il est essentiel que les caractéristiques de ces appareils d'appui soient également conformes au module de cisaillement à très basses températures (voir 4.3.1.3. et Annexe F).

Konstrukcijska ležišča – 3. del: Elastomerna ležišča

General Information

Status
Published
Publication Date
08-Mar-2005
ICS
91.010.30 - Technical aspects
Technical Committee
CEN/TC 167 - Structural bearings
Drafting Committee
CEN/TC 167/WG 2 - Elastomeric bearings
Current Stage
9092 - Decision on results of review/2YR ENQ - revise - Review Enquiry
Start Date
14-Mar-2008
Completion Date
14-Mar-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/104 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on structural bearings
Ref Project
SIST EN 1337-3:2005 - Structural bearings - Part 3: Elastomeric bearings

Relations

Revised
prEN 1337-3 - Structural bearings - Part 3: Elastomeric bearings
Effective Date
22-Dec-2008

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Structural bearings - Part 3: Elastomeric bearingsAppareils d'appui structuraux - Partie 3: Appareils d'appui en élastomereLager im Bauwesen - Teil 3: Elastomerlager91.010.30Technical aspectsICS:SIST EN 1337-3:2005enTa slovenski standard je istoveten z:EN 1337-3:200501-junij-2005SIST EN 1337-3:2005SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1337-3March 2005ICS 91.010.30English versionStructural bearings - Part 3: Elastomeric bearingsAppareils d'appui structuraux - Partie 3: Appareils d'appuien élastomèreLager im Bauwesen - Teil 3: ElastomerlagerThis European Standard was approved by CEN on 4 June 2004.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 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 translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2005 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1337-3:2005: E

Elliptical bearings.42 Annex B (normative)
Rotational limitation factor.43 Annex C (normative)
Maximum design strain in laminated bearings.44 Annex D (informative)
Shear modulus comments.45 Annex E (informative)
Typical bearing schedule.46 Annex F (normative)
Shear modulus test method.49 Annex G (normative)
Shear bond test method.53

Compression test method.57 Annex I (normative)
Repeated Loading Compression Test Method.61 Annex J (normative)
Eccentric loading test method.64 Annex K (normative)
Restoring Moment Test Method.68 Annex L (normative)
Resistance to ozone test method.71 Annex M (normative)
Shear bond test method for PTFE/elastomer interface.76 Annex N (normative)
Factory production control.
...

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