Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation

This European Standard describes the reference method, the Los Angeles test, used for type testing and in case of dispute (and an alternative method, the impact test) for determining the resistance to fragmentation of coarse aggregates and aggregates for railway ballast (Annex A). For other purposes, in particular factory production control, other methods may be used provided that an appropriate working relationship with the reference method has been established.
This European Standard applies to natural, manufactured or recycled aggregates used in building and civil engineering.

Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 2: Verfahren zur Bestimmung des Widerstandes gegen Zertrümmerung

Diese Europäische Norm beschreibt das Referenzverfahren, Los Angeles Prüfverfahren, das für die Erstprüfung und in Streitfällen zur Bestimmung des Widerstandes gegen Zertrümmerung von groben Gesteinskörnungen und Gesteinskörnungen für Gleisschotter (Anhang A) verwendet wird sowie den Schlagversuch als alternatives Verfahren. Für andere Zwecke, speziell im Rahmen der werkseigenen Produktionskontrolle, dürfen andere Ver¬fahren angewendet werden, sofern ein ausreichender Zusammenhang zum Referenzverfahren nachgewiesen wurde.
Diese Europäische Norm wird angewendet für natürliche, industriell hergestellte oder rezyklierte Gesteinskörnungen, die im Bauwesen eingesetzt werden.

Essais pour déterminer les caractéristiques mécaniques et physiques de granulats - Partie 2 : Méthodes pour la détermination de la résistance à la fragmentation

La présente Norme européenne décrit la méthode de référence, l'essai Los Angeles, utilisée pour les essais de type initiaux et en cas de litige (et une autre méthode, l'essai de fragmentation par impact) pour déterminer la résistance à la fragmentation d'un gravillon (texte principal) et des granulats pour ballast ferroviaire (Annexe A). Pour d'autres besoins, en particulier le contrôle de production en usine, d'autres méthodes peuvent être utilisées à condition que soit établie une relation de fonctionnement appropriée avec la méthode de référence.
La présente Norme européenne s’applique aux granulats naturels, artificiels ou recyclés utilisés dans le BTP.

Preskusi mehanskih in fizikalnih lastnosti agregatov - 2. del: Metode določevanja odpornosti proti drobljenju

Ta evropski standard opisuje referenčno metodo, preskus Los Angeles, ki se uporablja za tipsko preskušanje in v primerih spora (ter alternativno metodo, udarni preskus) za določevanje odpornosti proti drobljenju grobih agregatov in gramoza za železnice (Dodatek A). Za druge namene, zlasti za nadzor nad tovarniško proizvodnjo, se lahko uporabljajo druge metode, pod pogojem, da je vzpostavljen primeren delovni odnos z referenčno metodo. Ta evropski standard velja za naravne, proizvedene in reciklirane agregate, ki se uporabljajo pri gradnji in v gradbeništvu.

General Information

Status
Withdrawn
Publication Date
23-Mar-2010
Withdrawal Date
14-Apr-2020
Technical Committee
Drafting Committee
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
15-Apr-2020

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 2: Verfahren zur Bestimmung des Widerstandes gegen ZertrümmerungEssais pour déterminer les caractéristiques mécaniques et physiques de granulats - Partie 2 : Méthodes pour la détermination de la résistance à la fragmentationTests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:EN 1097-2:2010SIST EN 1097-2:2010en,fr,de01-julij-2010SIST EN 1097-2:2010SLOVENSKI
STANDARDSIST EN 1097-2:1999/A1:2006SIST EN 1097-2:19991DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1097-2
March 2010 ICS 91.100.15 Supersedes EN 1097-2:1998English Version
Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation
Essais pour déterminer les caractéristiques mécaniques et physiques de granulats - Partie 2 : Méthodes pour la détermination de la résistance à la fragmentation
Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 2: Verfahren zur Bestimmung des Widerstandes gegen ZertrümmerungThis European Standard was approved by CEN on 21 February 2010.
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, Croatia, 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:
Avenue Marnix 17,
B-1000 Brussels © 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1097-2:2010: ESIST EN 1097-2:2010

Determination of the resistance to fragmentation of aggregates for railway ballast . 13Annex B (informative)
Alternative narrow range classifications for the Los Angeles test . 16Annex C (informative)
The impact tester: Construction, operation and safety requirements . 17C.1General . 17C.2Construction . 17C.3Lifting device . 17C.4Sample holder . 18C.5Anvil . 19C.6Base plate and dampers . 19C.7Safety requirements and testing . 20C.8Checking of impact tester . 20Annex D (informative)
Checking of the impact tester . 27D.1General . 27D.2Checklist . 27D.3Apparatus and test agents . 27D.4Procedure . 29Annex E (informative)
Precision . 31E.1General . 31E.2Los Angeles test . 31E.3Impact test . 31Annex F (informative)
Worked example of calculation of impact value SZ . 32SIST EN 1097-2:2010

Alternative narrow range classification for the Los Angeles test of 16/32 mm recycled aggregates . 33Bibliography . 34 SIST EN 1097-2:2010

 EN 933 (all parts), Tests for geometrical properties of aggregates
 EN 1367 (all parts), Tests for thermal and weathering properties of aggregates
 EN 1744 (all parts), Tests for chemical properties of aggregates
 EN 13179 (all parts), Tests for filler aggregate used in bituminous mixtures
EN 1097, Tests for mechanical and physical properties of aggregates, consists of the following parts:
 Part 1: Determination of the resistance to wear (micro-Deval)
 Part 2: Methods for the determination of resistance to fragmentation  Part 3: Determination of loose bulk density and voids  Part 4: Determination of the voids of dry compacted filler
 Part 5: Determination of the water content by drying in a ventilated oven
 Part 6: Determination of particle density and water absorption
 Part 7: Determination of the particle density of filler
Pyknometer method
 Part 8: Determination of the polished stone value
 Part 9: Determination of the resistance to wear by abrasion from studded tyres — Nordic test
 Part 10: Determination of water suction height According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, SIST EN 1097-2:2010

EN 1097-6:2000, Tests for mechanical and physical properties of aggregates — Part 6: Determination of particle density and water absorption EN 10025-2:2004, Hot rolled products of structural steels — Part 2: Technical delivery conditions for non-alloy structural steels 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 Los Angeles coefficient
LA percentage of the test portion passing a pre-determined sieve after completion of the test 3.2 impact value
SZ value SZ which gives a measure of the resistance of aggregates to dynamic crushing, and is equal to one fifth of the sum of the mass percentages of the tested sample passing through five specified test sieves when tested in accordance with Clause 6 3.3 test specimen sample used in a single determination when a test method requires more than one determination of a property SIST EN 1097-2:2010
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