DIN EN 933-1-2012 Tests for geometrical properties of aggregates - Part 1 Determination of particle size distribution - Sieving method German version EN 933-1 2012《集料的几何性能的试验 第1部分 .pdf

1、March 2012 Translation by DIN-Sprachendienst.English price group 11No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS

2、91.100.15!$zV)“1875106www.din.deDDIN EN 933-1Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution Sieving methodEnglish translation of DIN EN 933-1:2012-03Prfverfahren fr geometrische Eigenschaften von Gesteinskrnungen Teil 1: Bestimmung der Korngrenvert

3、eilung SiebverfahrenEnglische bersetzung von DIN EN 933-1:2012-03Essais pour dterminer les caractristiques gomtriques des granulats Partie 1: Dtermination de la granularit Analyse granulomtrique par tamisageTraduction anglaise de DIN EN 933-1:2012-03SupersedesDIN EN 933-1:2006-01www.beuth.deDocument

4、 comprises 20 pagesIn case of doubt, the German-language original shall be considered authoritative.03.12 DIN EN 933-1:2012-03 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 154 “Aggregates” (Secretariat: BSI, United Kingdom).

5、 The responsible German body involved in its preparation was the Normenausschuss Materialprfung (Materials Testing Standards Committee), Working Committee NA 062-03-13 AA Gemeinschafts-arbeitsausschuss NMP/FGSV: Gesteinskrnungen; Prfverfahren, Petrographie, Probenahme und Przision. The DIN Standards

6、 corresponding to the International Standards referred to in this document are as follows: ISO 3310-1 DIN ISO 3310-1 ISO 3310-2 DIN ISO 3310-2 Amendments This standard differs from DIN EN 933-1:2006-01 as follows: a) the scope has been extended to include other methods, e.g. for the purposes of fact

7、ory production control; b) Annex A (normative) specifying an alternative test method for all-in aggregate with D 31,5 mm has been included; c) the specificatons of the former Annex A are now given in Annex D; d) the standard has been editorially revised. Previous editions DIN 52098: 1990-01 DIN EN 9

8、33-1: 1997-10, 2006-01 National Annex NA (informative) Bibliography DIN ISO 3310-1, Test sieves Technical requirements and testing Part 1: Test sieves of metal wire cloth DIN ISO 3310-2, Test sieves Technical requirements and testing Part 2: Test sieves of perforated plates EUROPEAN STANDARD NORME E

9、UROPENNE EUROPISCHE NORM EN 933-1 January 2012 ICS 91.100.15 Supersedes EN 933-1:1997English Version Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method Essais pour dterminer les caractristiques gomtriques des granulats - Partie 1: Dt

10、ermination de la granularit - Analyse granulomtrique par tamisage Prfverfahren fr geometrische Eigenschaften von Gesteinskrnungen - Teil 1: Bestimmung der Korngrenverteilung - Siebverfahren This European Standard was approved by CEN on 29 October 2011. CEN members are bound to comply with the CEN/CE

11、NELEC 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-CENELEC Management Centre

12、 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-CENELEC Management Centre has the same status as the o

13、fficial 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,

14、Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserv

15、ed worldwide for CEN national Members. Ref. No. EN 933-1:2012: EEN 933-1:2012 (E) 2 Contents Page Foreword . 31 Scope 42 Normative references . 43 Terms and definitions . 44 Principle . 55 Apparatus 56 Preparation of test portions . 57 Procedure 67.1 Washing . 67.2 Sieving 77.3 Weighing 88 Calculati

16、on and expression of results 88.1 Calculations . 88.2 Validating the results 88.3 Precision 99 Test report . 99.1 Required data 99.2 Optional data . 9Annex A (normative) Alternative test method for all-in aggregate with D 31,5 mm . 11A.1 Principle . 11A.2 Apparatus 11A.3 Procedure 11A.3.1 Preparatio

17、n of the initial test portion 11A.3.2 First washing stage particles retained on the 16 mm size test sieve . 12A.3.3 First dry sieving stage particles retained on the 16 mm size test sieve 12A.3.4 Preparation stage dry subsample passing the 16 mm size test sieve . 12A.3.5 Second washing stage reduced

18、 subsample passing the 16 mm size test sieve . 12A.3.6 Second dry sieving stage reduced subsample passing the 16 mm size test sieve 12A.4 Calculation and expression of results 13A.4.1 Original dry mass 13A.4.2 Mass retained on the sieves at the first dry sieving stage . 13A.4.3 Mass retained on the

19、sieves at the second dry sieving stage . 13A.4.4 Mass of fines passing the 0,063 mm sieve . 13A.4.5 Particle size distribution. 14A.4.6 Validating the results 14Annex B (normative) Test method for aggregates unsuitable for oven-drying . 15Annex C (informative) Example of test data sheet 16Annex D (i

20、nformative) Graphical presentation of results . 17Bibliography . 18DIN EN 933-1:2012-03 EN 933-1:2012 (E) 3 Foreword This document (EN 933-1:2012) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the secretariat of which is held by BSI. This European Standard shall be given the stat

21、us of a national standard, either by publication of an identical text or by endorsement, at the latest by July 2012, and conflicting national standards shall be withdrawn at the latest by July 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject o

22、f patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 933-1:1997. EN 933 Tests for geometrical properties of aggregates, consists of the following parts: Part 1: Determination of particle size distribution Sieving

23、 method; Part 2: Determination of particle size distribution Test sieves, nominal size of apertures; Part 3: Determination of particle shape Flakiness index; Part 4: Determination of particle shape Shape index; Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate pa

24、rticles; Part 6: Assessment of surface characteristics Flow coefficient of aggregates; Part 7: Determination of shell content Percentage of shells for coarse aggregates; Part 8: Assessment of fines Sand equivalent test; Part 9: Assessment of fines Methylene blue test; Part 10: Assessment of fines Gr

25、ading of filler aggregates (air jet sieving); Part 11: Classification test for the constituents of coarse recycled aggregate. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Bel

26、gium, 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, Turkey and the United Kingdom.

27、DIN EN 933-1:2012-03 EN 933-1:2012 (E) 4 1 Scope This European Standard describes the reference washing and dry sieving method used for type testing and in case of dispute, for determination of the particle size distribution of aggregates. For other purposes, in particular factory production control

28、, other methods may be used, provided that an appropriate working relationship with the reference method has been established. It applies to all aggregates, including lightweight aggregates, up to 90 mm nominal size, but excluding filler. NOTE 1 The determination of the grading of fillers is specifi

29、ed in EN 933-10 Assessment of fines Grading of filler aggregates (air jet sieving). NOTE 2 Dry sieving without washing may be used for aggregates free from particles which cause agglomeration. 2 Normative references The following referenced documents are indispensable for the application of this doc

30、ument. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 932-2, Tests for general properties of aggregates Part 2: Methods for reducing laboratory samples EN 932-5, Tests for general prop

31、erties of aggregates Part 5: Common equipment and calibration EN 933-2, Tests for geometrical properties of aggregates Part 2: Determination of particle size distribution Test sieves, nominal size of apertures ISO 3310-1, Test sieves Technical requirements and testing Part 1: Test sieves of metal wi

32、re cloth ISO 3310-2, Test sieves Technical requirements and testing Part 2: Test sieves of perforated metal plate 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 aggregate granular material used in construction which may be natural, manufactu

33、red or recycled 3.2 test portion sample used as a whole in a single test 3.3 constant mass mass determined by successive weighings performed at least 1 h apart and not differing by more than 0,1 % NOTE In many cases constant mass can be achieved after a test portion has been dried for a pre-determin

34、ed period in a specified oven (see 5.3) at (110 5) C. Test laboratories may determine the time required to achieve constant mass for specific types and sizes of sample dependent upon the drying capacity of the oven used. DIN EN 933-1:2012-03 EN 933-1:2012 (E) 5 4 Principle The test consists of divid

35、ing and separating a material into several particle size classifications of decreasing sizes by means of a series of sieves,. The aperture sizes and the number of sieves are selected in accordance with the nature of the sample and the accuracy required. The method adopted is washing and dry sieving.

36、 When washing can alter the physical properties of a lightweight aggregate, dry sieving shall be used and the procedure specified in 7.1 shall not be applied. The mass of the particles retained on the various sieves is related to the initial mass of the material. The cumulative percentages passing e

37、ach sieve are reported in numerical form and, when required, in graphical form (see Annex D). 5 Apparatus Unless otherwise stated, all apparatus shall conform to the general requirements of EN 932-5. 5.1 Test sieves, with apertures as specified in EN 933-2 and conforming to the requirements of ISO 3

38、310-1 and ISO 3310-2. 5.2 Tightly fitting pan and lid, for the sieves. 5.3 Ventilated oven, thermostatically controlled to maintain a temperature of (110 5) C, or other suitable equipment for drying the aggregates, if it does not cause any particle size breakdown. 5.4 Washing equipment. 5.5 Balances

39、 or scales, accurate to 0,1 % of test portion mass. 5.6 Trays, brushes. 5.7 Sieving machine, (optional). 6 Preparation of test portions Samples shall be reduced in accordance with EN 932-2 to produce the required number of test portions. NOTE It may be necessary to moisten samples containing substan

40、tial amounts of fines before reduction to minimise segregation and loss of dust. The size of each test portion shall be as specified in Table 1. DIN EN 933-1:2012-03 EN 933-1:2012 (E) 6 Table 1 Minimum size of test portions Aggregate size D mass of aggregates volume of lightweight aggregates (litres

41、) (maximum) mm kg 90 80 -32 10 2,116 2,6 1,7 8 0,6 0,8 4 0,2 0,3 NOTE 1 For aggregates of other sizes below 90 mm, the minimum test portion mass may be interpolated from the masses given in Table 1 using the following formulae: M = (D/10)2where M = minimum mass of test portion in kg D = aggregate si

42、ze in mm NOTE 2 The precision of the test method may be reduced if the test portion size is less than the value in Table 1. In such a case, the test portion size should be stated in the test report (9.2). NOTE 3 For aggregates of particle density higher than 3,00 Mg/m3(see EN 1097-6), an appropriate

43、 correction should be applied to the test portion masses given in Table 1 based on the density ratio, in order to produce a test portion of approximately the same volume as those for aggregates of normal density. NOTE 4 For lightweight aggregates complying with EN 13055, use the volume column to cho

44、ose the appropriate minimum size of test portions. The volumes for other aggregate sizes may be interpolated. Sample reduction shall yield a test portion of size larger than the minimum but not of an exact predetermined value. Dry the test portion by heating at a temperature of (110 5) C to constant

45、 mass. Allow to cool, weigh and record the mass as M1. For some types of aggregate, drying at 110 C binds particles together sufficiently strongly to prevent separation of single particles during subsequent washing and/or sieving procedures. For such aggregates the procedure given in Annex B shall b

46、e adopted. For all-in aggregates with D equal to 31,5 mm or larger, the procedure described in Annex A may be used. 7 Procedure 7.1 Washing Place the test portion in a container and add sufficient water to cover the test portion. NOTE 1 A storage period of 24 h under water is helpful in breaking dow

47、n lumps. A dispersion agent may be used. Agitate the sample with sufficient vigour to result in complete separation and suspension of the fines. Wet both sides of a 0,063 mm sieve reserved for use in this test only, and fit a guard sieve (e.g. 1 mm or 2 mm) on top. Mount the sieves in such a way tha

48、t the suspension passing the test sieve can be run to DIN EN 933-1:2012-03 EN 933-1:2012 (E) 7 waste or, when required, collected in a suitable vessel. Pour the contents of the container on to the top sieve. Continue washing until the water passing the 0,063 mm test sieve is clear. NOTE 2 Care should be taken to prevent overloading, overflowing or damagin