1、May 2011 Translation by DIN-Sprachendienst.English price group 10No 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 91
2、.100.15!$p4/“1771712www.din.deDDIN EN 933-11Tests for geometrical properties of aggregates Part 11: Classification test for the constituents of coarse recycledaggregate(includes Corrigendum AC:2009)English translation of DIN EN 933-11:2011-05Prfverfahren fr geometrische Eigenschaften von Gesteinskrn
3、ungen Teil 11: Einteilung der Bestandteile in grober recyclierter Gesteinskrnung(enthlt Berichtigung AC:2009)Englische bersetzung von DIN EN 933-11:2011-05Essais pour dterminer les caractristiques gomtriques des granulats Partie 11: Essai de classification des constituants de gravillons recycls(Corr
4、igendum AC:2009 inclus)Traduction anglaise de DIN EN 933-11:2011-05SupersedesDIN EN 933-11:2009-07www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.1504.11 DIN EN 933-11:2011-05 A comma is used as the decimal marker. National forewor
5、d This standard has been prepared by Technical Committee CEN/TC 154 “Aggregates” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Materialprfung (Materials Testing Standards Committee), Working Committee NA 062-03-13 AA Gesteinskrnun
6、gen; Prfverfahren, Petrographie, Probenahme und Przision. Amendments This standard differs from DIN EN 933-11:2009-07 as follows: a) Equation (1) in Annex A has been corrected. Previous editions DIN EN 933-11: 2009-07 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 933-11 April 2009 + AC Nove
7、mber 2009 ICS 91.100.15 English Version Tests for geometrical properties of aggregates Part 11: Classification test for the constituents of coarse recycled aggregate Essais pour dterminer les caractristiques gomtriques des granulats Partie 11: Essai de classification des constituants de gravillons r
8、ecycls Prfverfahren fr geometrische Eigenschaften von Gesteinskrnungen Teil 11: Einteilung der Bestandteile in grober recyclierter Gesteinskrnung EN 933-11:2009 was approved by CEN on 2009-03-01 and Corrigendum AC on 2009-11-04. CEN members are bound to comply with the CEN/CENELEC Internal Regulatio
9、ns 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 Euro
10、pean 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 Management Centre has the same status as theofficial versions. CEN members are the nati
11、onal standards bodies of Austria, Belgium, Bulgaria, 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 U
12、nited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 933-11:20
13、09: + AC:2900 EContents Page Foreword . 3 1 Scope 4 2 Normative references . 4 3 Terms and Definitions 4 4 Principle . 5 5 Apparatus 5 6 Preparation of test portion . 6 7 Procedure 6 8 Calculation and expression of results 10 9 Test report . 10 9.1 Required data 10 9.2 Optional data . 10 Annex A (in
14、formative) Additive to the test procedure for low proportions of floating particles . 12 Annex B (informative) Example of a test data sheet . 13 DIN EN 933-11:2011-05 EN 933-11:2009 (E) 2Foreword This document (EN 933-11:2009) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the sec
15、retariat 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 October 2009, and conflicting national standards shall be withdrawn at the latest by October 2009. Attention is dr
16、awn 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 European Standard is one of a series of standards for tests for geometrical properties of aggreg
17、ates. 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 and physical properties of aggregates EN 1367 Tests for thermal and weathering properties of aggregates EN 17
18、44 Tests for chemical properties of aggregates EN 13179 Tests for filler aggregate used in bituminous mixtures The other parts of EN 933 are: Part 1: Determination of particle size distribution - Sieving method Part 2: Determination of particle size distribution - Test sieves, nominal size of apertu
19、res 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 particles Part 6: Assessment of surface characteristics - Flow coefficient of aggregates Part 7:
20、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 10: Assessment of fines - Grading of fillers (air jet sieving) According to the CEN/CENELEC Internal Regulations, the n
21、ational standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norwa
22、y, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 31 Scope This European Standard describes a simple method for the examination of coarse recycled aggregates for the purpose of identifying and estimating the
23、relative proportions of constituent materials. This reference test method should be used for type testing and in case of dispute. For other purposes, in particular factory production control, other methods may be used provided that an appropriate working relationship with the reference method has be
24、en established. NOTE 1 This method is not appropriate for lightweight aggregates covered by EN 13055 series. NOTE 2 If dangerous substances are found in while carrying out this method, they should be dealt with in accordance with regulations in the place of use. 2 Normative references The following
25、referenced documents are indispensable 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 932-1, Tests for general properties of aggregates Part 1 Met
26、hods for sampling EN 932-2, Tests for general properties of aggregates Part 2 Methods for reducing laboratory 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 particl
27、e size distribution Test sieves, nominal size of apertures 3 Terms and Definitions For the purpose of this standard, the following terms and definitions apply: 3.1 aggregate size designation of aggregate in terms of lower (d) and upper (D) sieve sizes expressed as d/D NOTE This designation accepts t
28、he presence of some particles which will be retained on the upper sieve (oversize) and some which will pass the lower sieve (undersize). 3.2 particle size fraction di/Difraction of an aggregate passing the larger (Di) of two sieves and retained on the smaller (di) 3.3 constant mass successive weighi
29、ngs after drying at least 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 speci
30、fic types and sizes of sample dependent upon the drying capacity of the oven used. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 43.4 floating particles particles that float in water 3.5 test portion sample used as a whole in a single test 4 Principle The test consists of hand sorting particles from a te
31、st portion of coarse recycled aggregate into a list of constituents. The proportion of each constituent in the test portion is then determined and expressed as a percentage by mass, except for the proportion of floating particles which is expressed as a volume by mass. 5 Apparatus Unless otherwise s
32、tated, all apparatus shall conform to the general requirements of EN 932-5. 5.1 Test sieves, 63 mm and 4 mm conforming to EN 933-2. 5.2 Tightly fitting pan and lid, for the sieves. 5.3 Ventilated oven, thermostatically controlled to maintain a temperature of (40 5) C or (110 5) C. 5.4 Balance or sca
33、le, of suitable capacity and readable to 0,1g. 5.5 Trays 5.6 Brushes 5.7 Sieving machine, optional. 5.8 Watertight tank, of suitable capacity. 5.9 Stirrer 5.10 Dry soft absorbent rag 5.11 Graduated measuring cylinder, of suitable capacity, graduated to 1 or 5 cm3(depending on the required precision
34、for volume measurement). 5.12 Plunger, for the graduated cylinder. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 56 Preparation of test portion The sample shall be taken in accordance with EN 932-1 and reduced in accordance with EN 932-2 to produce a test portion of minimum mass given in Table 1. Dry the
35、 sample at (40 5) C to constant mass. Weigh and record the dry mass of the sample as M0. NOTE In the absence of temperature sensitive constituents such as bituminous mixtures, the sample may be dried at (110 5) C. Record the drying temperature as T. Sieve the sample on the test sieves, agitating wit
36、h sufficient vigour to ensure complete separation of particles greater than 4 mm. Weigh and record the mass of particles retained on the 63 mm sieve as M63, and then discard them. Weigh and record the mass of particles passing the 4 mm sieve as M4, and then discard them. Record the mass of the obtai
37、ned test portion as M1. Table 1 Guidance on mass of test portion Upper Aggregate size D Test portion mass (minimum) mm Kg63 5032 and below 20 Note Higher test portion masses may be necessary to ensure sufficient precision in the determination of low proportions of restricted constituents, (see Annex
38、 A). 7 Procedure Separate and retain clay and soil from the test portion and put it in a tray. Immerse the rest of the test portion into the filled watertight tank and stir in order to wash the particles and release the floating ones. Collect these floating particles and determine their volume VFLin
39、 cm3. For this purpose, gently surface dry them using the dry absorbent rag, then introduce them into the graduated cylinder filled with a known volume of water, sufficient to allow their total immersion. Use the plunger to achieve total immersion of the floating particles alone (see Figure 1), viz.
40、 do not immerse the plunger itself or entrap air, and use the cylinder gradation to assess the resulting volume increase. Collect the non-floating particles and dry them apart at same temperature as before to constant mass. Spread these particles on a flat surface and separate by hand those belongin
41、g to constituent X as defined in Table 2. Put them in the tray together with the soil and the clay. Weigh and record the combined mass of particles as MX. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 612Key 1 Plunger 2 Water level Figure 1 Example of determination of the volume of floating particles Tab
42、le 2 Non-floating constituents of coarse recycled aggregates Constituent DescriptionRc Concrete, concrete products, mortar Concrete masonry units Ru Unbound aggregate, natural stone Hydraulically bound aggregate Rb Clay masonry units (i.e. bricks and tiles) Calcium silicate masonry units Aerated non
43、-floating concrete Ra Bituminous materials Rg Glass X Other: Cohesive (i.e. clay and soil) Miscellaneous: metals (ferrous and non- ferrous), non-floating wood, plastic and rubber Gypsum plasterWeigh and record the mass of remaining non-floating particles as M2. To facilitate the sorting, the number
44、of these particles can be further reduced to at least 1000 particles according to EN 932-2. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 7Table 3 gives guidance on the minimum mass required for this purpose. Table 3 Guidance on the mass of at least 1000 particles Upper aggregate size D mm Minimum mass k
45、g 63 5032 1020 4 16 2 14 1 8 0,5 NOTE Table 3 provides guidance on the mass required to provide 1000 particles. The actual mass depends upon the particle size distribution and particle density of the aggregate. Experience will allow test laboratories to estimate the mass required for materials that
46、are tested routinely. Weigh and record the mass of the non-floating particles that remain to be sorted as M3. Separate them further into the constituents described in Table 2. Weigh and record the masses of each constituent as MRc, MRu, MRb, MRa, and MRg. Figure 2 summarizes the various steps of the
47、 test procedure. DIN EN 933-11:2011-05 EN 933-11:2009 (E) 8Figure 2 Flow chart describing the test procedure DIN EN 933-11:2011-05 EN 933-11:2009 (E) 98 Calculation and expression of results Record the various volume and masses on a test data sheet, an example of which is given in Annex B. Calculate
48、 the proportion of each constituent as follows: FL (cm3/kg) =1000 VFL / M1 X (%) = 100 MX / M1Rc (%) = 100 (M2/ M1) (MRc / M3) Ru (%) = 100 (M2/ M1) (MRu/ M3) Rb (%) = 100 (M2/ M1) (MRb/ M3) Ra(%) = 100 (M2/ M1) (MRa/M3) Rg (%) = 100 (M2/ M1) (MRg/ M3) Round these proportions to one decimal place, except for percentages above or equal 10 % (no decimal). 9 Test report 9.1 Required data The test report shall include the following information: a) refe
