1、BSI Standards PublicationBS EN 1097-6:2013Tests for mechanical andphysical properties ofaggregatesPart 6: Determination of particle densityand water absorptionBS EN 1097-6:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 1097-6:2013. Itsupersedes BS EN 1097-
2、6:2000 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/502/6, Test methods.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a c
3、ontract. Users are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 71032 2ICS 91.100.15Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the au
4、thority of theStandards Policy and Strategy Committee on 31 July 2013.Amendments issued since publicationDate Text affectedBS EN 1097-6:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1097-6 July 2013 ICS 91.100.15 Supersedes EN 1097-6:2000English Version Tests for mechanical and physical p
5、roperties of aggregates - Part 6: Determination of particle density and water absorption Essais pour dterminer les caractristiques mcaniques et physiques des granulats - Partie 6 : Dtermination de la masse volumique relle et du coefficient dabsorption deauPrfverfahren fr mechanische und physikalisch
6、e Eigenschaften von Gesteinskrnungen - Teil 6: Bestimmung der Rohdichte und der Wasseraufnahme This European Standard was approved by CEN on 8 May 2013. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the stat
7、us 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 or to any CEN member. This European Standard exists in three official versions (English, French, Ge
8、rman). 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 official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croat
9、ia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and Un
10、ited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1097-6:201
11、3: EBS EN 1097-6:2013EN 1097-6:2013 (E) 2 Contents Page Foreword 4 1 Scope 6 2 Normative references 7 3 Terms and definitions .7 4 Principle 8 5 Materials .8 6 Apparatus .8 7 Wire basket method for aggregate particles passing the 63 mm test sieve and retained on the 31,5 mm test sieve 12 7.1 General
12、 . 12 7.2 Preparation of test portion . 12 7.3 Test procedure 12 7.4 Calculation and expression of results 13 8 Pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve . 13 8.1 General . 13 8.2 Preparation of test portion . 14 8.3 Test procedure 1
13、4 8.4 Calculation and expression of results 15 9 Pyknometer method for aggregate particles passing the 4 mm test sieve and retained on the 0,063 mm test sieve 15 9.1 General . 15 9.2 Preparation of test portion . 15 9.3 Test procedure 16 9.4 Calculation and expression of results 16 10 Test report .
14、17 10.1 Required data 17 10.2 Optional data . 18 Annex A (normative) Determination of pre-dried particle density of aggregates . 19 A.1 General . 19 A.2 Principle . 19 A.3 Wire basket method for aggregate particles passing the 63 mm test sieve and retained on the 31,5 mm test sieve 19 A.4 Pyknometer
15、 method for aggregate particles passing the 31,5 mm test sieve and retained on the 0,063 mm test sieve 20 A.5 Test report . 22 Annex B (normative) Determination of particle density and water absorption of coarse aggregates saturated to constant mass . 23 B.1 General . 23 B.2 Preparation of test port
16、ion . 23 B.3 Test procedure 23 B.4 Calculation and expression of results 24 B.5 Test report . 24 Annex C (normative) Determination of particle density and water absorption of lightweight aggregates . 26 BS EN 1097-6:2013EN 1097-6:2013 (E) 3 C.1 General . 26 C.2 Preparation of test specimen . 26 C.3
17、Calibration of the pyknometer . 26 C.4 Test procedure . 27 C.5 Calculation and expression of results 27 C.6 Test report 28 Annex D (normative) Density of water 30 Annex E (normative) Quick method for the determination of the apparent particle density of lightweight aggregates using a graduated measu
18、ring cylinder and short soaking times 31 E.1 General . 31 E.2 Preparation of test specimen . 31 E.3 Procedure . 31 E.4 Calculation and expression of results 31 E.5 Test report 32 Annex F (informative) Guidance on the saturated and surface-dried condition of fine aggregates 33 Annex G (normative) Det
19、ermination of the pre-dried particle density of aggregates passing the 31,5 mm test sieve (including the 0/0,063 mm size fraction) . 35 G.1 General . 35 G.2 Principle . 35 G.3 Preparation of the test portion . 35 G.4 Test procedure . 35 G.5 Calculation and expression of results 36 G.6 Test report 37
20、 Annex H (informative) Guidance on the significance and use of various particle density parameters and water absorption 38 H.1 General . 38 H.2 Characteristics of the reference methods for normal weight aggregates according to Clauses 7, 8 and 9 and Annex B 39 H.3 Characteristics of the reference me
21、thod for lightweight aggregates, specified in Annex C 40 H.4 Characteristics of the methods for determination of the pre-dried particle density of normal weight aggregates, specified in Annex A and Annex G 41 H.5 Selection of the appropriate particle density parameter . 41 H.6 Applicability of and t
22、est conditions for the various test methods in EN 1097-6 42 H.7 Relationships between different particle density parameters (notations according to the main methods, specified in Clauses 7, 8 and 9) . 43 Annex I (informative) Precision . 44 I.1 Data from National Standards 44 I.2 Data from cross tes
23、ting experiments 45 Annex J (informative) List of main changes from the previous edition (EN 1097-6:2000) 47 Bibliography 49 BS EN 1097-6:2013EN 1097-6:2013 (E) 4 Foreword This document (EN 1097-6:2013) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the secretariat of which is hel
24、d 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 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. Attention is drawn to the possibility t
25、hat 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 supersedes EN 1097-6:2000. Annex J provides details of significant changes between this European Standard and t
26、he previous edition. This standard forms a part of a series of tests for mechanical and physical properties of aggregates. Test methods for other properties of aggregates are covered by the following European Standards: EN 932 (all parts), Tests for general properties of aggregates EN 933 (all parts
27、), 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 The other parts of EN 1097 in
28、clude: 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 dry
29、ing in a ventilated oven 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
30、the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
31、 BS EN 1097-6:2013EN 1097-6:2013 (E) 5 Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 1097-6:2013EN 1097-6:2013 (E) 6 1 Scope This European St
32、andard specifies the reference methods used for type testing and in case of dispute, for the determination of particle density and water absorption of normal weight and lightweight aggregates. Other methods may be used for other purposes, such as factory production control, provided that an appropri
33、ate working relationship with the reference method has been established. For convenience, some of these other methods are also described in this standard. The reference methods for normal weight aggregates specified are: a wire basket method for aggregate particles retained on the 31,5 mm sieve (Cla
34、use 7, except for railway ballast which uses Annex B); a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve (Clause 8); a pyknometer method for aggregate particles passing the 4 mm test sieve and retained on the 0,063 mm test sieve (Clause 9)
35、. In Clauses 7, 8 and 9, three different particle density parameters (oven-dried particle density, saturated and surface dried particle density and apparent particle density) and water absorption are determined after a soaking period of 24 h. In Annex B, the oven-dried particle density parameter is
36、determined after soaking in water to constant mass. The wire basket method may be used as an alternative to the pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve. In case of dispute, the pyknometer method described in Clause 8 should be used
37、 as the reference method. NOTE 1 The wire basket method can also be used for single aggregate particles retained on the 63 mm sieve. NOTE 2 The pyknometer method described in Clause 8 can be used as an alternative for aggregates passing the 4 mm sieve but retained on the 2 mm sieve. The reference me
38、thod for lightweight aggregates (Annex C) is a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve. Three different particle density parameters and water absorption are determined after pre-drying and a soaking period of 24 h. Three other meth
39、ods for normal weight aggregates can be used to determine the pre-dried particle density: a wire basket method for aggregate particles passing the 63 mm test sieve and retained on the 31,5 mm test sieve (A.3); a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on
40、 the 0,063 mm test sieve (A.4); a pyknometer method for aggregate particles passing the 31,5 mm test sieve, including the 0/0,063 mm size fraction (Annex G). NOTE 3 If water absorption is less than about 1,5 %, the apparent particle density can be assessed using the pre-dried particle density method
41、 as defined in Annex A. The quick method in Annex E can be used in factory production control to determine the apparent particle density of lightweight aggregates. Guidance on the significance and use of the various density and water absorption parameters is given in Annex H. BS EN 1097-6:2013EN 109
42、7-6:2013 (E) 7 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (incl
43、uding any amendments) applies. EN 932-1, Tests for general properties of aggregates Part 1: Methods 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 cali
44、bration 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 this document, the following terms and definitions apply. 3.1 apparent particle density a ratio obta
45、ined by dividing the oven-dried mass of an aggregate sample by the volume it occupies in water including the volume of any internal sealed voids but excluding the volume of water in any water accessible voids Note 1 to entry: For lightweight aggregates the symbol Lais used. 3.2 constant mass mass de
46、termined after successive weighings at least 1 h apart not differing by more than 0,1 % Note 1 to entry: 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 necessary to
47、 achieve constant mass for specific types and sizes of sample dependent upon the drying capacity of the oven used. 3.3 oven-dried particle density rd ratio obtained by dividing the oven-dried mass of an aggregate sample by the volume it occupies in water including the volume of any internal sealed v
48、oids and the volume of any water accessible voids Note 1 to entry: For lightweight aggregates the symbol Lrd isused. 3.4 pre-dried particle density p ratio obtained by dividing the pre-dried mass of an aggregate sample by the volume it occupies in water including the volume of any internal sealed vo
49、ids but excluding the volume of water in any water accessible voids Note 1 to entry: Test conditions in terms of pre-drying of the test sample and the shorter immersion period differ from the ones for apparent particle density. Note 2 to entry: Pre-dried particle density is a rapid test. BS EN 1097-6:2013EN 1097-6:2013 (E) 8 3.5 saturated and surface-dried particle density ssdratio obtained by dividing the sum of the oven-dried mass of an aggregate sample and the mass of water in any water accessible voids by t
