DIN EN 933-10-2009 Tests for geometrical properties of aggregates - Part 10 Assessment of fines - Grading of filler aggregates (air jet sieving) English version of DIN EN 933-10 20.pdf

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1、October 2009DEUTSCHE NORM English price group 8No part of this standard 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 91.100.15!$Z?M“1552842w

2、ww.din.deDDIN EN 933-10Tests for geometrical properties of aggregates Part 10: Assessment of fines Grading of filler aggregates (air jet sieving)English version of DIN EN 933-10:2009-10Prfverfahren fr geometrische Eigenschaften von Gesteinskrnungen Teil 10: Beurteilung von Feinanteilen Kornverteilun

3、g von Fller (Luftstrahlsiebung)Englische Fassung DIN EN 933-10:2009-10SupersedesDIN EN 933-10:2001-06www.beuth.deDocument comprises pages12DIN EN 933-10:2009-10 National foreword This standard has been prepared by Technical Committee CEN/TC 154 “Aggregates” (Secretariat: BSI, United Kingdom). The re

4、sponsible German body involved in its preparation was the Normenausschuss Materialprfung (Materials Testing Standards Committee), Joint Committee NA 062-03-13 AA Gesteinskrnungen; Prfverfahren, Petrographie, Probenahme und Przision. Amendments This standard differs from DIN EN 933-10:2001-06 as foll

5、ows: a) The information has been added in the scope that the method may be used as reference method for type testing and in cases of dispute. b) The laboratory samples are to be reduced to produce test portions (clause 6). c) The standard has been editorially revised. Previous editions DIN EN 933-10

6、: 2001-06 2 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 933-10July 2009ICS 91.100.15 Supersedes EN 933-10:2001 English VersionTests for geometrical properties of aggregates - Part 10:Assessment of fines - Grading of filler aggregates (air jetsieving)Essais pour dterminer les caractristiques go

7、mtriquesdes granulats - Partie 10: Dtermination des fines -Granularit des fillers (tamisage dans un jet dair)Prfverfahren fr geometrische Eigenschaften vonGesteinskrnungen - Teil 10: Beurteilung von Feinanteilen -Kornverteilung von Fller (Luftstrahlsiebung)This European Standard was approved by CEN

8、on 12 June 2009.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

9、 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 Man

10、agement 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, Norw

11、ay, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and b

12、y any means reservedworldwide for CEN national Members.Ref. No. EN 933-10:2009: EEN 933-10:2009 (E) 2 Contents Page Foreword . 3 1 Scope 4 2 Normative references . 4 3 Terms and definitions . 4 4 Principle . 4 5 Apparatus 5 6 Preparation of test portions . 5 7 Procedure 5 8 Calculation and expressio

13、n of results 6 9 Test report . 7 9.1 Required data 7 9.2 Optional data . 7 Annex A (informative) Example of a test data sheet . 8 Annex B (informative) Precision . 9 Annex C (informative) Graphical presentation of results . 10 DIN EN 933-10:2009-10 EN 933-10:2009 (E) 3 Foreword This document (EN 933

14、-10:2009) 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 status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2010, and conflicting n

15、ational standards shall be withdrawn at the latest by January 2010. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supe

16、rsedes EN 933-10:2001. This standard forms part of a series of tests for geometrical properties of aggregates. Test methods for other properties of aggregates are covered by parts of the following European Standards: EN 932, Tests for general properties of aggregates EN 1097, Tests for mechanical an

17、d physical properties of aggregates EN 1367, Tests for thermal and weathering properties of aggregates EN 1744, Tests for chemical properties of aggregates EN 13179, Tests for filler aggregate used in bituminous mixtures The other parts of EN 933 will be: Part 1: Determination of particle size distr

18、ibution Sieving 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

19、 aggregate particles Part 6: Assessment of surface characteristics Flow coefficient for aggregates Part 7: Determination of shell content Percentage of shells in coarse aggregates Part 8: Assessment of fines Sand equivalent test Part 9: Assessment of fines Methylene blue test Part 11: Classification

20、 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, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, Fra

21、nce, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 933-10:2009-10 EN 933-10:2009 (E) 4 1 Scope This European Standard describes the

22、 reference method used for type testing and in cases of dispute for determining the particle size distribution up to 2 mm size of natural or manufactured origin filler aggregate using air jet sieving. For other purposes, in particular factory production control, other methods may be used provided th

23、at an appropriate working relationship with the reference method has been established. NOTE A wet sieving procedure conforming to EN 933-1 can be used as an alternative method. However, this procedure is not applicable for mixed filler. 2 Normative references The following referenced documents are i

24、ndispensable for the application of this document. 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 laborat

25、ory samples EN 932-5, Tests for general properties 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 3 Terms and definitions For the purposes of th

26、is document, the following terms and definitions apply. 3.1 filler aggregate aggregate, most of which passes a 0,063 mm sieve 3.2 laboratory sample sample intended for laboratory testing 3.3 test portion sample used as a whole in a single test 3.4 constant mass successive weighings after drying at l

27、east 1 h apart 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-determined period in a specified oven at (110 5) C. Test laboratories can determine the time required to achieve constant mass for specific types and sizes o

28、f sample dependent upon the drying capacity of the oven used. 4 Principle The test consists of dividing up and separating, by means of a series of sieves, a filler aggregate into several granular classifications of decreasing sizes. The aperture sizes and the number of sieves are DIN EN 933-10:2009-

29、10 EN 933-10:2009 (E) 5 specified in 5.2. The test is in particular well suited for materials which when dry neither tend to agglomeration nor to electrostatic charge. The method adopted is dry air jet sieving. The mass of the particles passing each sieve is related to the initial mass of the materi

30、al. The percentages obtained are used either in their numerical form or in a graphical form. 5 Apparatus 5.1 All apparatus, unless otherwise stated, shall conform to the general requirements of EN 932-5. 5.2 Test sieves, with round frame of 200 mm nominal diameter and square aperture sizes of 0,063

31、mm, 0,125 mm and 2 mm in accordance with EN 933-2. 5.3 Air jet sieving apparatus, (general form shown in Figure 1) with a pressure difference of (3,0 0,5) kPa across the sieve, during the test procedure. 5.4 Ventilated oven, thermostatically controlled to maintain a temperature of (110 5) C or other

32、 suitable equipment for drying the filler aggregate, if it does not cause any particle breakdown. 5.5 Balance, accurate to 0,1 % of the test portion mass. 5.6 Soft brush. 5.7 Plastic hammer (optional). 6 Preparation of test portions Laboratory samples shall be reduced in accordance with EN 932-2 to

33、produce test portions. The test portion shall have a mass of (50,0 1,0) g. Dry the test portion at (110 5) C to constant mass. Allow to cool, weigh and record as M1.7 Procedure Fit the 0,063 mm test sieve onto the apparatus and transfer all of the test portion onto the sieve. After covering the siev

34、e with the plexiglass lid, operate the air jet sieving apparatus until complete sieving is achieved. A minimum of 3 min is required. During sieving the pressure difference to normal air pressure in the air jet sieving apparatus shall be (3,0 0,5) kPa. NOTE 1 Any agglomeration of particles during sie

35、ving can be alleviated by tapping the plastic hammer at the centre of the plexiglass lid. NOTE 2 The sieving process is complete when the mass of retained material does not change more than 0,1 % of the mass of the test portion during 1 min of this sieving operation. NOTE 3 In many cases sieving can

36、 be completed after sieving for a pre-determined time. Test laboratories can determine the time required to fulfil the requirements of Clause 7 for completion of sieving for specific types and sizes of test portions in the air jet sieving apparatus used. DIN EN 933-10:2009-10 EN 933-10:2009 (E) 6 69

37、2115124873110Key 1 Housing 7 Test portion 2 Dish 8 Oversize material 3 Sieve frame 9 Undersize material 4 Plexiglass lid 10 Air jet 5 Rotating slit-nozzle 11 Air discharge 6 Test sieve 12 Pressure gauge socket, with dust hood Figure 1 Example of air jet sieving apparatus Determine the mass of materi

38、al retained on the sieve including the filler aggregate brushed from the sieve mesh and record the mass as R1 to 0,1 g. Repeat the above procedure with the 0,125 mm sieve and then with the 2 mm sieve, using in each case the retained material from the previous sieve and record the masses retained as

39、R2and R3respectively to 0,1 g. 8 Calculation and expression of results Record the various masses on a test data sheet, an example of which is given in Annex A. Calculate the mass retained on each sieve as a percentage of the original dry mass M1to the nearest whole number. DIN EN 933-10:2009-10 EN 9

40、33-10:2009 (E) 7 Calculate the cumulative percentage of the original dry mass passing each sieve down to the 0,063 mm test sieve. NOTE A statement on the precision of this test is given in Annex B. 9 Test report 9.1 Required data The test report shall include the following information: a) reference

41、to this European Standard; b) identification of the sample; c) identification of the laboratory; d) cumulative percentage of the mass of the test portion passing each of the sieves to the nearest whole number; e) date of reception of sample; f) sampling certificate, if available. 9.2 Optional data T

42、he test report can include the following information: a) name and location of the sample source; b) description of the material and of the sample reduction procedure; c) mass of test portion; d) graphical presentation of results (See Annex C); e) date of test. DIN EN 933-10:2009-10 EN 933-10:2009 (E

43、) 8 Annex A (informative) Example of a test data sheet EN 933-10 Identification of the sample Laboratory : Date :Operator :Dry mass of test portion : M1= g Sieve aperture size Mass of material retained (Ri) Percentage of material retained (Ri/M1)100 Cumulative percentages passing 100 (100 Ri/M1) mm

44、g % % 2 R3 0,125 R20,063 R1(to nearest whole number) DIN EN 933-10:2009-10 EN 933-10:2009 (E) 9 Annex B (informative) Precision The following values have been obtained by a Dutch proficiency scheme using (10,00 0,01) g test portions and (3,0 0,5) kPa pressure difference. Repeatability r = 3 % Reproducibility R = 3,5 % DIN EN 933-10:2009-10 EN 933-10:2009 (E) 10 Annex C (informative) Graphical presentation of results Y 0,063 0,125 2 X Key 1 cumulative percentage passing (%) 2 sieves of square aperture (mm) DIN EN 933-10:2009-10