iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 12620:2002

(Main)

Aggregates for concrete

Aggregates for concrete

This European Standard specifies requirements for normal and heavy weight natural aggregates, artificial aggregates and recycled aggregates and mixtures of these aggregates for use in concrete. It covers aggregates for all concrete, including concrete in conformity with prEN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also specifies requirements for evaluation of conformity and a quality control system for use in factory production control.

Gesteinskörnungen für Beton

Diese Europäische Norm legt Anforderungen für normale und schwere natürliche, künstliche oder recycelte Gesteinskörnungen und Mischungen daraus für die Verwendung als Betonzuschlag fest. Eingeschlossen sind Gesteinskörnungen für alle Betonarten, einschließlich Beton nach prEN 206-1, und Beton zur Verwendung in Straßen und anderen Deckschichten und für die Verwendung in Betonfertigteilen. Sie legt auch Anforderungen für den Konformitätsnachweis und ein System zur Qualitätssicherung zur Anwendung in der werkseigenen Produktionskontrolle fest.

Granulats pour bétons

La présente norme européenne spécifie les caractéristiques des granulats naturels, courants et lourds, des granulats artificiels, des granulats recyclés et des mélanges de ces granulats qui sont utilisés dans la fabrication du béton. Elle s'applique aux granulats pour tous bétons, y compris les bétons conformes au prEN 206-1 et aux bétons utilisés dans la fabrication des routes et chaussées ainsi qu'aux granulats entrant dans la composition des produits préfabriqués en béton.

Agregati za beton

General Information

Status
Withdrawn
Publication Date
17-Sep-2002
Withdrawal Date
08-Apr-2008
ICS
91.100.15 - Mineral materials and products
91.100.30 - Concrete and concrete products
Technical Committee
CEN/TC 154 - Aggregates
Drafting Committee
CEN/TC 154/SC 2 - Aggregates for concrete, including those for use in roads and pavements
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
09-Apr-2008
Completion Date
09-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/125 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on aggregates
Ref Project
SIST EN 12620:2002 - Aggregates for concrete

Relations

Merged Into
EN 12620:2002+A1:2008 - Aggregates for concrete
Effective Date
19-Jan-2023
Amended By
EN 12620:2002/prA1 - Aggregates for concrete
Effective Date
22-Dec-2008
Corrected By
EN 12620:2002/AC:2004 - Aggregates for concrete
Effective Date
22-Dec-2008
Revised
EN 12620:2013 - Aggregates for concrete
Effective Date
22-Dec-2008
EN 12620:2002EN 12620:2002
PreviousNext
Standard
EN 12620:2002
English language
47 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day
EN 12620:2002EN 12620:2002
PreviousNext
Standard – translation
EN 12620:2002
Slovenian language
49 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Aggregates for concreteAgregati za betonGranulats pour bétonsGesteinskörnungen für Beton91.100.30Beton in betonski izdelkiConcrete and concrete products91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:SIST EN 12620:2002enTa slovenski standard je istoveten z:EN 12620:200201-december-2002SIST EN 12620:2002SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 12620September 2002ICS 91.100.15; 91.100.30English versionAggregates for concreteGranulats pour bétonsGesteinskörnungen für BetonThis European Standard was approved by CEN on 1 August 2002.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 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 Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 12620:2002 E

Illustration of grading requirements for most commonly used sizes for gradedcoarse aggregates.20Annex B (informative)
Guidance on the description of coarseness/fineness of fine aggregates.22Annex C (normative)
Reduced grading tolerances on producer’s declared typical grading for fineaggregate.23Annex D (normative)
Assessment of fines.24Annex E (informative)
Guidance on the use of aggregates in concrete.25Annex F (informative)
Notes for guidance on the freezing and thawing resistance of aggregates.26Annex G (informative)
Guidance on the effects of some chemical constituents of aggregates on thedurability of concrete in which they are incorporated.28Annex H (normative)
Factory production control.30Annex ZA (informative)
Clauses of this European Standard addressing essential requirements orother provisions of EU Directives.37Bibliography.47

It covers aggregateshaving an oven dried particle density greater than 2,00 Mg/m3 (2 000 kg/m3) for all concrete, including concrete inconformity with EN 206-1 and concrete used in roads and other pavements and for use in precast concrete products.It also specifies that a quality control system is in place for use in factory production control and it provides for theevaluation of conformity of the products to this European Standard.This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filleraggregates for concrete.NOTE 1The requirements in this European Standard are based upon experience with aggregate types with an establishedpattern of use.
Care should be taken when considering the use of aggregates from sources with no such pattern of use, e.g.,recycled aggregates and aggregates arising from certain industrial by-products.
Such aggregates, which should comply with allthe requirements of this European Standard, could have other characteristics not included in Mandate M 125 that do not applyto the generality of aggregates types with an established pattern of use and when required, provisions valid at the place of usecan be used to assess their suitability.NOTE 2Properties for lightweight aggregates are specified in prEN 13055-1:1997.2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications.
Thesenormative references are cited at the appropriate places in the text, and the publications are listed hereafter.
Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision.
For undated references, the latest edition of thepublication referred to applies (including amendments).EN 196-21:1989, Methods of testing cement — Part 21: Determination of the chloride, carbon dioxide and alkalicontent of cement.EN 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified petrographicdescription.EN 932-5, Tests for general properties of aggregates — Part 5: Common equipment and calibration.EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution - Sievingmethod.EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape —Flakiness index.EN 933-4, Tests for geometrical properties of aggregates — Part 4: Determination of particle shape — Shape index.EN 933-7, Tests for geometrical properties of aggregates — Part 7: Determination of shell content — Percentage ofshells in coarse aggregates.EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines — Sand equivalent test.EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines — Methylene blue test.EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of fillers (air jetsieving).EN 1097-1, Tests for mechanical and physical properties of aggregates — Part 1: Determination of the resistance towear (micro-Deval).

When required, the tests specified in clause 4 shall becarried out to determine appropriate geometrical properties.NOTE 1When the value of a property is required but not defined by specified limits the value should be declared by theproducer as an XXDeclared category, e.g., in Table 8 a value of say 55 for the flakiness index corresponds to FI55 (Declared value).NOTE 2When a property is not required, a “No requirement” category can be used.NOTE 3Guidance on selection of approriate categories for
...




6/29(16., 6,67(1
 
67$1'$5' 
GHFHPEHU
 
 



    
    
    
    
 

 $JUHJDWL]DEHWRQ LVWRYHWHQ](1 

 $JJUHJDWHVIRUFRQFUHWH
 
 *UDQXODWVSRXUEpWRQV
 
 *HVWHLQVN|UQXQJHQIU%HWRQ
 
 
 
 
 
















 


 
5HIHUHQþQDãWHYLOND

,&6  6,67(1 VO 




1DGDOMHYDQMHQDVWUDQL,,LQ,,,LQRGGR

 
 

!"#$%&’()"!*+, -*"#
6,67(1
1$&,21$/1,892'
6WDQGDUG6,67(1 VO $JUHJDWL]DEHWRQLPDVWDWXVVORYHQVNHJDVWDQGDUGDLQMH
LVWRYHWHQHYURSVNHPXVWDQGDUGX(1 HQ $JJUHJDWHVIRUFRQFUHWHVHSWHPEHU

1$&,21$/1,35('*2925
(YURSVNLVWDQGDUG(1MHSULSUDYLOWHKQLþQLRGERU(YURSVNHJDNRPLWHMD]DVWDQGDUGL]DFLMR
&(17&$JUHJDWLNDWHUHJDWDMQLãWYRMHYSULVWRMQRVWL%6,
6ORYHQVNLQDFLRQDOQLVWDQGDUG6,67(1MHSUHYRGHYURSVNHJDVWDQGDUGD(19
SULPHUXVSRUDJOHGHEHVHGLODVORYHQVNHJDSUHYRGDYWHPVWDQGDUGXMHRGORþLOHQL]YLUQLHYURSVNLVWDQGDUGY
DQJOHãNHPMH]LNX6ORYHQVNRL]GDMRVWDQGDUGDMHSULSUDYLOWHKQLþQLRGERU6,677&$*5$JUHJDWL

2GORþLWHY]DSULY]HPWHJDVWDQGDUGDMHGQHVSUHMHO6,677&$*5$JUHJDWL
=9(=(667$1'$5',
6 SULY]HPRP WHJD HYURSVNHJD VWDQGDUGD YHOMDMR ]D RPHMHQL QDPHQ UHIHUHQþQLK VWDQGDUGRY YVL
VWDQGDUGLQDYHGHQLYL]YLUQLNXUD]HQVWDQGDUGRYNLVRåHVSUHMHWLYQDFLRQDOQRVWDQGDUGL]DFLMR
6,67(1 $JUHJDWL]DELWXPHQVNH]PHVLLQSRYUãLQVNHSUHYOHNH]DFHVWHOHWDOLãþDLQ
GUXJHSURPHWQHSRYUãLQH
6,67(1 /DKNLDJUHJDWL±GHO/DKNLDJUHJDWL]DEHWRQPDOWRLQLQMHNFLMVNRPDOWR
6,67(1 /DKNLDJUHJDWL±GHO/DKNLDJUHJDWL]DQHYH]DQRLQYH]DQRXSRUDER
6,67(1 $JUHJDWL]DPDOWR
6,67(1 $JUHJDWL ]D QHYH]DQH LQ KLGUDYOLþQR YH]DQH PDWHULDOH ]D XSRUDER Y
LQåHQLUVNLKREMHNWLKLQ]DJUDGQMRFHVW
6,67(1 .DPHQ]DREORJHSULYRGQLK]JUDGEDKLQGUXJLKJUDGEHQLKGHOLK±GHO
6SHFLILNDFLMD
6,67(1 $JUHJDWL]DJUHGHåHOH]QLãNLKSURJ
6,67(1 3UHVNXVL VSORãQLK ODVWQRVWL DJUHJDWRY ±  GHO 3RVWRSHN LQ L]UD]MH
SRHQRVWDYOMHQHJDSHWURJUDIVNHJDRSLVD
6,67(1 3UHVNXVLVSORãQLKODVWQRVWLDJUHJDWRY±GHO6SORãQH]DKWHYH]DRSUHPRLQ
NDOLEUDFLMR
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO'RORþHYDQMH]UQDYRVWL±
0HWRGDVHMDQMD
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO'RORþHYDQMHREOLNH]UQ±
0RGXOSORãþDWRVWL
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO'RORþHYDQMHREOLNH]UQ±
0RGXOREOLNH
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO'RORþHYDQMHYVHEQRVWLãNROMN
±2GVWRWHNãNROMNYJURELKDJUHJDWLK
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO8JRWDYOMDQMHILQLKGHOFHY±
(NYLYDOHQWSHVND
6,67(1 3UHVNXVLJHRPHWULMVNLKODVWQRVWLDJUHJDWRY±GHO8JRWDYOMDQMHILQLKGHOFHY±
3UHVNXV]PHWLOHQPRGULP
6,67(1 3UHVNXVL JHRPHWULMVNLK ODVWQRVWL DJUHJDWRY ±  GHO 2FHQMHYDQMH ILQLK
GHOFHY±=UQDYRVWNDPHQHPRNH VHMDQMH]]UDþQLPFXUNRP 
6,67(1 3UHVNXVL PHKDQVNLK LQ IL]LNDOQLK ODVWQRVWL DJUHJDWRY ±  GHO 'RORþHYDQMH
RGSRUQRVWLSURWLREUDEL PLNUR'HYDO 
,,
6,67(1
6,67(1 3UHVNXVLPHKDQVNLKLQIL]LNDOQLKODVWQRVWLDJUHJDWRY±GHO0HWRGHGRORþHYDQMD
RGSRUQRVWLSURWLGUREOMHQMX
6,67(1 3UHVNXVL PHKDQVNLK LQ IL]LNDOQLK ODVWQRVWL DJUHJDWRY ±  GHO 'RORþHYDQMH
SURVWRUQLQVNHPDVHLQYRWOLQYQDVXWHPVWDQMX
6,67(1 3UHVNXVL PHKDQVNLK LQ IL]LNDOQLK ODVWQRVWL DJUHJDWRY ±  GHO 'RORþHYDQMH
SURVWRUQLQVNHPDVH]UQLQYSLMDQMDYRGH
6,67(1 3UHVNXVL PHKDQVNLK LQ IL]LNDOQLK ODVWQRVWL DJUHJDWRY ±  GHO  'RORþHYDQMH
YUHGQRVWLNROLþQLND]DJODMHYDQMDNDPHQLK]UQ
6,67(1 3UHVNXVL PHKDQVNLK LQ IL]LNDOQLK ODVWQRVWL DJUHJDWRY ±  GHO 'RORþHYDQMH
RGSRUQRVWLSURWLREUDEL]DEUD]LMR]DUDGLJXPMHåHYN±1RUGLMVNLSUHVNXV
6,67(1 3UHVNXVLODVWQRVWLDJUHJDWRY]DUDGLWHUPLþQLKLQYUHPHQVNLKYSOLYRY±GHO
'RORþHYDQMHRGSRUQRVWLSURWL]PU]RYDQMXLQWDMDQMX
6,67(1 3UHVNXVLODVWQRVWLDJUHJDWRY]DUDGLWHUPLþQLKLQYUHPHQVNLKYSOLYRY±GHO
3UHVNXV]PDJQH]LMHYLPVXOIDWRP
6,67(1 3UHVNXVLODVWQRVWLDJUHJDWRY]DUDGLWHUPLþQLKLQYUHPHQVNLKYSOLYRY±GHO
'RORþHYDQMHNUþHQMDSULVXãHQMX
6,67(1 3UHVNXVLNHPLþQLKODVWQRVWLDJUHJDWRY±GHO.HPLMVNDDQDOL]D
6,67,62 3UHVNXVQDVLWD±.RYLQVNRSOHWLYRNRYLQVNHSHUIRULUDQHSORãþHLQHOHNWULþQR
REOLNRYDQHIROLMH±1D]LYQHYHOLNRVWLRGSUWLQ
6,67(1 %HWRQ±GHO6SHFLILNDFLMDODVWQRVWLSURL]YRGQMDLQVNODGQRVW
6,67&5 5HJLRQDOQHVSHFLILNDFLMHLQSULSRURþLODRSUHSUHþHYDQMXãNRGOMLYHDONDOLMVNR
VLOLNDWQHUHDNFLMHYEHWRQX
26129$=$,='$-267$1'$5'$

± SULY]HPVWDQGDUGDHQ

2320%(

± 3RYVRG NMHU VH Y EHVHGLOX VWDQGDUGD XSRUDEOMD L]UD] ³HYURSVNL VWDQGDUG´ Y
6,67(1WRSRPHQL³VORYHQVNLVWDQGDUG´

± 1DFLRQDOQLXYRGLQQDFLRQDOQLSUHGJRYRUQLVWDVHVWDYQLGHOVWDQGDUGD

± 7DQDFLRQDOQLGRNXPHQWMHLVWRYHWHQ](1LQMHREMDYOMHQ]GRYROMHQMHP

 &(1
 5XHGH6WDVVDUW
 %UXVHOM
 %HOJLMD

 7KLVQDWLRQDOGRFXPHQWLVLGHQWLFDOZLWK(1DQGLVSXEOLVKHGZLWKWKHSHUPLVVLRQRI

 &(1
 5XHGH6WDVVDUW
 %UX[HOOHV
 %HOJLXP
,,,
6,67(1




3UD]QDVWUDQ 




,9
(95236.,67$1'$5' (1
(8523($167$1'$5'
1250((8523e(11(
(8523b,6&+(1250 VHSWHPEHU
,&6


6ORYHQVNDL]GDMD

$JUHJDWL]DEHWRQ

$JJUHJDWHVIRUFRQFUHWH *UDQXODWVSRXUEpWRQV *HVWHLQVN|UQXQJHQIU%HWRQ




7DHYURSVNLVWDQGDUGMH&(1VSUHMHODYJXVWD
ýODQLFH&(1PRUDMRL]SROQMHYDWLQRWUDQMHSUHGSLVH&(1&(1(/(&VNDWHULPMHSUHGSLVDQRGDPRUD
ELWLWDVWDQGDUGEUH]NDNUãQLKNROLVSUHPHPEVSUHMHWNRWQDFLRQDOQLVWDQGDUG1DMQRYHMãLVH]QDPLWHK
QDFLRQDOQLKVWDQGDUGRY]QMLKRYLPLELEOLRJUDIVNLPLSRGDWNLVHQD]DKWHYRODKNRGRELMRSUL8SUDYQHP
FHQWUXDOLNDWHULNROLþODQLFL&(1
7DHYURSVNLVWDQGDUGREVWDMDYWUHKL]YLUQLKL]GDMDK DQJOHãNLIUDQFRVNLLQQHPãNL ,]GDMHYGUXJLK
MH]LNLKNLMLKþODQLFH&(1QDODVWQRRGJRYRUQRVWSUHYHGHMRLQL]GDMRWHUSULMDYLMRSUL8SUDYQHPFHQWUX
&(1YHOMDMRNRWXUDGQHL]GDMH

ýODQLFH&(1VRQDFLRQDOQLRUJDQL]DVWDQGDUGH$YVWULMH%HOJLMHýHãNHUHSXEOLNH'DQVNH)LQVNH
)UDQFLMH *UþLMH ,UVNH ,VODQGLMH ,WDOLMH /XNVHPEXUJD 0DOWH 1HPþLMH 1L]R]HPVNH 1RUYHãNH
3RUWXJDOVNHâSDQLMHâYHGVNHâYLFHLQ=GUXåHQHJDNUDOMHVWYD



















&(1
(YURSVNLNRPLWH]DVWDQGDUGL]DFLMR
(XURSHDQ&RPPLWWHHIRU6WDQGDUGL]DWLRQ
&RPLWp(XURSpHQGH1RUPDOLVDWLRQ
(XURSlLVFKHV.RPLWHHIU1RUPXQJ
8SUDYQLFHQWHU5XHGH6WDVVDUW%%UXVHOM
.’/10%234! 56 !+7 (8!’/10%23$%9:0%2;<=:0

6,67(1
96(%,1$ 6WUDQ
2EVHJLQSRGURþMHXSRUDEH
=YH]HVVWDQGDUGL
,]UD]LLQGHILQLFLMH
*HRPHWULMVNH]DKWHYH
)L]LNDOQH]DKWHYH
.HPLMVNH]DKWHYH
9UHGQRWHQMHVNODGQRVWL
2SUHGHOLWHY
2]QDþHYDQMH
'RGDWHN$ LQIRUPDWLYQL 3ULND]]DKWHY]D]UQDYRVW]DQDMRELþDMQHMãHYHOLNRVWLJUREHJDDJUHJDWD
'RGDWHN% LQIRUPDWLYQL 9RGLOR]DRSUHGHOLWHYJURERVWLILQRVWLGUREQLKDJUHJDWRY
'RGDWHN& QRUPDWLYQL =PDQMãDQDGRYROMHQDRGVWRSDQMD]D]UQDYRVWGUREQHJDDJUHJDWD
NLMRGHNODULUDSURL]YDMDOHF
'RGDWHN' QRUPDWLYQL 8JRWDYOMDQMHILQLKGHOFHY
'RGDWHN( LQIRUPDWLYQL 1DYRGLOR]DXSRUDERDJUHJDWDYEHWRQX
'RGDWHN) LQIRUPDWLYQL 1DYRGLODJOHGHRGSRUQRVWLDJUHJDWDSURWL]PU]RYDQMXLQWDMDQMX
'RGDWHN* LQIRUPDWLYQL 1DYRGLORRXþLQNLKQHNDWHULKNHPLþQLKVHVWDYLQDJUHJDWRYQD
WUDMQRVWEHWRQDNDWHUHJDVHVWDYOMDMR
'RGDWHN+ QRUPDWLYQL .RQWURODSURL]YRGQMHYREUDWX
'RGDWHN=$ LQIRUPDWLYQL 7RþNHWHJDHYURSVNHJDVWDQGDUGDNLVHQDQDãDMRQD
ELVWYHQH]DKWHYHDOLGUXJDGRORþLODGLUHNWLY(8
%LEOLRJUDILMD

6,67(1
3UHGJRYRU
7DGRNXPHQW(1MHSULSUDYLOWHKQLþQLRGERU&(17&$JUHJDWLNDWHUHJDVHNUHWDULDW
YRGL%6,
7DHYURSVNLVWDQGDUGPRUDGRELWLVWDWXVQDFLRQDOQHJDVWDQGDUGD]REMDYRLVWRYHWQHJDEHVHGLODDOL]
UD]JODVLWYLMRQDMSR]QHMHGRPDUFD1DFLRQDOQHVWDQGDUGHNLVRYQDVSURWMXVWHPVWDQGDUGRPMH
WUHEDXPDNQLWLQDMSR]QHMHGRMXQLMD
7DGRNXPHQWMHELOSULSUDYOMHQQDSRGODJLPDQGDWDNLVWDJD(YURSVNDNRPLVLMDLQ(YURSVNR]GUXåHQMH
]DSURVWRWUJRYLQR ()7$ SRGHOLOL&(1LQSRGSLUDELVWYHQH]DKWHYHGLUHNWLY H (8
=YH]D ] GLUHNWLYR DPL  (8 MH UD]YLGQD L] LQIRUPDWLYQHJD GRGDWND =$ NL MH VHVWDYQL GHO WHJD
GRNXPHQWD
'RGDWNL$%()LQ*VRLQIRUPDWLYQL'RGDWNL&'LQ+VRQRUPDWLYQL
7DVWDQGDUGYNOMXþXMHELEOLRJUDILMR
=DKWHYH]DGUXJRNRQþQRXSRUDERDJUHJDWRYERGRSUHGSLVDQHYQDVOHGQMLKHYURSVNLKVWDQGDUGLK
(1 $JUHJDWL]DELWXPHQVNH]PHVLLQSRYUãLQVNHSUHYOHNH]DFHVWHOHWDOLãþDLQGUXJH
SURPHWQHSRYUãLQH
(1 /DKNLDJUHJDWL±GHO/DKNLDJUHJDWL]DEHWRQPDOWRLQLQMHNFLMVNRPDOWR
SU(1 /DKNLDJUHJDWL±GHO/DKNLDJUHJDWL]DQHYH]DQRLQYH]DQRXSRUDEH
(1 $JUHJDWL]DPDOWR
(1 $JUHJDWL]DQHYH]DQHLQKLGUDYOLþQRYH]DQHPDWHULDOH]DXSRUDERYLQåHQLUVNLK
REMHNWLKLQ]DJUDGQMRFHVW
(1 .DPHQ ]D REORJH SUL YRGQLK ]JUDGEDK LQ GUXJLK JUDGEHQLK GHOLK ±  GHO
6SHFLILNDFLMD
(1 $JUHJDWL]DJUHGHåHOH]QLãNLKSURJ
6NODGQR]QRWUDQMLPLSUHGSLVL&(1&(1(/(&PRUDMRWDHYURSVNLVWDQGDUGREYH]QRXYHVWLQDFLRQDOQH
RUJDQL]DFLMH ]D VWDQGDUGH QDVOHGQMLK GUåDY $YVWULMH %HOJLMH ýHãNH UHSXEOLNH 'DQVNH )LQVNH
)UDQFLMH 1HPþLMH *UþLMH ,VODQGLMH ,UVNH ,WDOLMH /XNVHPEXUJD 0DOWH 1L]R]HPVNH 1RUYHãNH
3RUWXJDOVNHâSDQLMHâYHGVNHâYLFHLQ=GUXåHQHJDNUDOMHVWYD

6,67(1
 2EVHJLQSRGURþMHXSRUDEH
7D HYURSVNL VWDQGDUG GRORþD ODVWQRVWL DJUHJDWRY LQ SROQLOQLK DJUHJDWRY SULGREOMHQLK V SUHGHODYR
QDUDYQLK XPHWQLK DOL UHFLNOLUDQLK PDWHULDORY LQ PHãDQLF WHK DJUH>JDWRY ]D XS>RUDER Y EHWRQX
2EUDYQDYDDJUHJDWHVSURVWRUQLQVNRPDVRVXKLK]UQQDG0JP  NJP ]DYVHEHWRQH
YNOMXþQR]EHWRQRPVNODGQLP](1LQEHWRQRPNLVHXSRUDEOMD]DFHVWHLQGUXJHREORJH
NURYQHSODVWL WHU]DEHWRQVNHL]GHONH
'RORþDWXGLGDPRUDELWL]DSRWUHEHNRQWUROHSURL]YRGQMHYREUDWXYSHOMDQVLVWHPNRQWUROHNDNRYRVWLLQ
SUHGSLVXMHYUHGQRWHQMHVNODGQRVWLSURL]YRGRYVWHPHYURSVNLPVWDQGDUGRP
7DVWDQGDUGQHYNOMXþXMHSROQLOQLKDJUHJDWRYNRWVHVWDYLQRFHPHQWDLQ]DYVHGUXJHQDPHQHUD]HQNRW
LQHUWQLSROQLOQLDJUHJDW]DEHWRQ
?A@B?DCFEGIHKJMLBN%OPQKRQSRTPQ%UVQKRXWY[Z#\K]Q%UV\PN%^_[N%W_‘TPQ%UaQbcdcYe^#NedfK]#‘gX^cN%Oh\SZKYK\#N[UaQKfX^XdUid3RXW\PN[Uid1NKjWQXj[N#PNk]N#PQWdOS^#NXlKd^
‘KZKY%WN[m#QncQIoQp‘RQbcN#RXbcQ^[q:r7Qs\Qp^#N[UaQWN#R#NcYt‘KZKY%WN[m[dPdNKjWQXj[N#Pd’dfIdfR#Y%WY#R[kf#Ns]N#PQWQePQOIdfK]#‘gQ^cF^Xdku^KZ[Wq
NKjWQXj[N#PdXdf;WQ[vKd]#bdWN%^XdOiUFN#PQWdN%bY#RwN%bd#NKjWQXj[N#Pdk%]#d\#Y.^#NK\PN%bdXdfF_[Y%bYXlQ^XdOid^_‘\PWdc\K]#dOa\PWN%^\K]#dOwZ[WY%dfR#YK_[Y#R[k[ZKNDcQ
PWQ%mKNSm[dPdBZ[WQKRXd_XQ^[q3xBN[]gX^XdyNKjWQXj[N#Pdk+]#d3m[d3UFY%WN%bdB‘\PWQKf#N#Pd%R\Q%Uzf#N%OPQKR#N[UzPQXj[NTQKRXWY[Z#\K]QXj[NT\PN%^_[N%W_[Nk{dUFNcY
bN%OK]Y._W‘jXQ.fX^#NXlKdb^#YK\Pdky]#d%^Xd\#Y;f#NcQKPQ|R|UFN%^_[N#P‘|CzH}[~d^.^Q|RQbcNcY;f#N;RQ[lKd^#Y;RXW\P+NKjWQXj[N#PY#Rwf.‘RQbcN#RXbcQ^XdU
^#NXlKd^#Y[UV‘KZKY%WN[m#Qy+ZKYZKY#PWQ%m[d\QTf#NhYXvQ^cQKR#N%^cQn^cdO#Y#RQn‘\PWQKfX^#YK\PdBbN%OK]YS‘KZKY%WN[m[dcYhZ[WQX_%Z[d\XdkyRQbcN#RX^Xd[R]#WNc‘

‘KZKY%WN[m#Qyq
?A@B?DCFEG}yJ#NK\P^#YK\PdbN%OK]#dOANKjWQXj[N#PY#RD\#YwZ[WQX_%Z[d\#N%^QaRF+HXX~X~K*HKq
 =YH]HVVWDQGDUGL
7DHYURSVNLVWDQGDUGYVHEXMH]QDYHGERGDWLUDQLKDOLQHGDWLUDQLKVNOLFHYDQMGRORþLODL]GUXJLK
SXEOLNDFLM 7D VNOLFHYDQMD VR FLWLUDQD QD XVWUH]QLK PHVWLK Y EHVHGLOX QDWR SD VR QDYHGHQH
SXEOLNDFLMH 3UL GDWLUDQLK VNOLFHYDQMLKVHSR]QHMãDGRSROQLODDOLVSUHPHPEHNLVHQDQDãDMRQD
NDWHURNROLSXEOLNDFLMRXSRãWHYDMRYWHPHYURSVNHPVWDQGDUGXOHþHVRYDQMYNOMXþHQH]GRSROQLORP
DOL UHYL]LMR 3UL QHGDWLUDQLK VNOLFHYDQMLK YHOMD ]DGQMD L]GDMD QDYHGHQH SXEOLNDFLMH YNOMXþQR ]
GRSROQLOL 
(1 0HWRGH SUHVNXãDQMD FHPHQWD ±  GHO 'RORþHYDQMH NORULGRY RJOMLNRYHJD
GLRNVLGDLQDONDOLMYFHPHQWX
(1 3UHVNXVL VSORãQLK ODVWQRVWL DJUHJDWRY ±  GHO 3RVWRSHN LQ L]UD]MH
SRHQRVWDYOMHQHJDSHWURJUDIVNHJDRSLVD
(1 3UHVNXVLVSORãQLKODVWQRVWLDJUH
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

CEN
EN 12620:2002+A1:2008(Main)
Aggregates for concrete
SIST EN 12620:2002+A1:2008

This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete.  It covers aggregates having an oven dried particle density greater than 2,00 Mg/m3 (2 000 kg/m3) for all concrete, including concrete in conformity with EN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1,50 Mg/m3 (1 500 kg/m3) and 2,00 Mg/m3 (2 000 kg/m3) with appropriate caveats and recycled fine aggregate (4 mm) with appropriate caveats."
It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products to this European Standard.
This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete.
NOTE 1      Aggregates used in construction should comply with all the requirements of this European Standard. As well as familiar and traditional natural and manufactured aggregates Mandate M/125 "Aggregates" included recycled aggregates and some materials from new or unfamiliar sources. Recycled aggregates are included in the standards and new test methods for them are at an advanced stage of preparation. For unfamiliar materials from secondary sources, however, the work on standardisation has only started recently and more time is needed to define clearly the origins and characteristics of these materials. In the meantime such unfamiliar materials when placed on the market as aggregates must comply fully with this standard and national regulations for dangerous substances (see Annex ZA of the standard) depending upon their intended use. Additional characteristics and requirements may be specified on a case by case basis depending upon experience of use of the product, and defined in specific co

  • Standard
    56 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Standard – translation
    55 pages
    Slovenian language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 12620:2002/prA1(Amendment)
Aggregates for concrete
SIST EN 12620:2002/oprA1:2006

This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete.

  • Draft
    17 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1015-11:2019(Main)
Methods of test for mortar for masonry - Part 11: Determination of flexural and compressive strength of hardened mortar
SIST EN 1015-11:2020

This document specifies a method for determining the flexural and compressive strength of moulded mortar specimens. This document is applicable to cement/air-lime mortars, air-lime mortars, mortars with hydraulic binders and retarded mortars.

  • Standard
    15 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 772-11:2011(Main)
Methods of test for masonry units - Part 11: Determination of water absorption of aggregate concrete, autoclaved aerated concrete, manufactured stone and natural stone masonry units due to capillary action and the initial rate of water absorption of clay masonry units
SIST EN 772-11:2011

This European Standard specifies a method of determining the water absorption coefficient due to capillary action for aggregate concrete, autoclaved aerated concrete, natural stone and manufactured stone masonry units and the initial rate of water absorption for clay masonry units.

  • Standard
    8 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 12620:2002+A1:2008(Main)
Aggregates for concrete
SIST EN 12620:2002+A1:2008

This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete.  It covers aggregates having an oven dried particle density greater than 2,00 Mg/m3 (2 000 kg/m3) for all concrete, including concrete in conformity with EN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1,50 Mg/m3 (1 500 kg/m3) and 2,00 Mg/m3 (2 000 kg/m3) with appropriate caveats and recycled fine aggregate (4 mm) with appropriate caveats."
It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products to this European Standard.
This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete.
NOTE 1      Aggregates used in construction should comply with all the requirements of this European Standard. As well as familiar and traditional natural and manufactured aggregates Mandate M/125 "Aggregates" included recycled aggregates and some materials from new or unfamiliar sources. Recycled aggregates are included in the standards and new test methods for them are at an advanced stage of preparation. For unfamiliar materials from secondary sources, however, the work on standardisation has only started recently and more time is needed to define clearly the origins and characteristics of these materials. In the meantime such unfamiliar materials when placed on the market as aggregates must comply fully with this standard and national regulations for dangerous substances (see Annex ZA of the standard) depending upon their intended use. Additional characteristics and requirements may be specified on a case by case basis depending upon experience of use of the product, and defined in specific co

  • Standard
    56 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Standard – translation
    55 pages
    Slovenian language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 772-20:2000/A1:2005(Amendment)
Methods of test for masonry units - Part 20: Determination of flatness of faces of masonry units
SIST EN 772-20:2000/A1:2005

2020-01-20: Originator of XML version: NEN (on behalf of NEN, ASI, DS, SFS, SIS, SN)

  • Amendment
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 772-20:2000(Main)
Methods of test for masonry units - Part 20: Determination of flatness of faces of aggregate concrete, manufactured stone and natural stone masonry units
SIST EN 772-20:2000

This European Standard specifies a method for determining the flatness of faces of aggregate concrete, manufactured stone and natural stone masonry units.

  • Standard
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 772-10:1999(Main)
Methods of test for masonry units - Part 10: Determination of moisture content of calcium silicate and autoclaved aerated concrete units
SIST EN 772-10:1999

This European Standard specifies a method for determining the moisture content of calcium silicate and autoclaved aerated concrete masonry units.

  • Standard
    5 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
prEN 18136(Main)
Ground limestone for concrete - Definition, specifications and conformity criteria
oSIST prEN 18136:2025

This document is applicable to ground limestone intended to be used as concrete addition, and for use in mortar and grouts.
The document specifies requirements for the chemical and physical properties as well as quality control procedures for ground limestone, for use as an addition for production of concrete conforming to EN 206.
This document does not specify provisions for the practical application of ground limestone in the production of concrete.

  • Draft
    25 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 12620:2002/prA1(Amendment)
Aggregates for concrete
SIST EN 12620:2002/oprA1:2006

This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete.

  • Draft
    17 pages
    English language
    sale 10% off
    e-Library read for
    1 day