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1、BRITISH STANDARD BS EN 13139:2002 Incorporating Corrigendum No. 1 Aggregates for mortar The European Standard EN 13139:2002 has the status of a British Standard ICS 91.100.15 ? Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS EN 13139:2002
2、 This British Standard, having been prepared under the direction of the Building and Civil Engineering Sector Policy and Strategy Committee, was published under the authority of the Standards Policy and Strategy Committee on 24 May 2002 BSI 17 August 2004 ISBN 0 580 39772 6 National foreword This Br
3、itish Standard is the official English language version of EN 13139:2002 including Corrigendum May 2004, which is included in a package of new European Standards being prepared by CEN/TC 154 relating to aggregates. Although the English text versions of these European Standards will be adopted as Bri
4、tish Standards as they become available, the existing British Standards for aggregates will be retained, but only until such time that the completed package of European Standards becomes available. The original group of British Standards will then be withdrawn and this will be noted in BSI Standards
5、 Update. It supersedes BS 1199 present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This do
6、cument comprises a front cover, an inside front cover, the EN title page, pages 2 to 34, an inside back cover and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. DateComments 15335 Corrigendum N
7、o. 1 17 August 2004NOTE 1 to Clause 1 replaced, and changes to Figures ZA.1, ZA.2, ZA.3 and ZA.4 Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13139 May 2002 ICS 91.100.15 Incorporating
8、corrigendum May 2004 English version Aggregates for mortar Granulats pour mortiers Gesteinskrnungen fr Mrtel This European Standard was approved by CEN on 25 March 2002. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
9、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 Management Centre or to any CEN member. This European Standard exists in three official versions (English, Frenc
10、h, 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmar
11、k, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B
12、-1050 Brussels 2002 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13139:2002 E Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13139:2002 (E) 2 Contents page Foreword3
13、 1 Scope 4 2 Normative references4 3 Terms and definitions 5 4 Sampling.6 5 Geometrical requirements6 6 Physical requirements.10 7 Chemical requirements10 8 Evaluation of conformity12 9 Designation and description .13 10 Marking and labelling13 Annex A (informative) Guidance on the description of co
14、arseness/fineness of aggregates for mortars 14 Annex B (normative) Reduced grading tolerances on producers declared typical grading for fine aggregate15 Annex C (normative) Assessment of fines Guidance on the use of the sand equivalent value (EN 933-8) and methylene blue value (EN 933-9).16 Annex D
15、(informative) Guidance on the effects of some chemical constituents of aggregates on the mortar in which they are incorporated17 Annex E (normative) Factory production control.19 Annex F (informative) Specific information which can be required for the description of an aggregate for particular end u
16、ses24 Annex ZA (informative) Clauses of this European Standard addressing essential requirements or other provisions of EU Directives25 Bibliography34 Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13139:2002 (E) 3 Foreword This document
17、 EN 13139 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 November 2002, and conflicting
18、national standards shall be withdrawn at the latest by June 2004. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive 89/106 EEC. For relationship with EU Directive(s), se
19、e informative annex ZA, which is an integral part of this document. Requirements for other end uses of aggregates will be specified in the following European Standards: prEN 12620, Aggregates for concrete. prEN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and
20、 other trafficked areas. EN 13055-1, Lightweight aggregates - Part 1: Lightweight aggregates for concrete, mortar and grout. prEN 13242, Aggregates for unbound and hydraulic bound materials for use in civil engineeringwork and road construction. EN 13383-1, Armourstone - Part 1: Specification. prEN
21、13450, Aggregates for railway track ballast. The annexes B, C and E are normative, the annexes A, D and F are informative. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgiu
22、m, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13
23、139:2002 (E) 4 1 Scope 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 mortar, e.g., a) masonry mortar, b) floor/screed mortar, c) surfacing of internal
24、walls (plastering mortar), d) rendering of external walls, e) special bedding materials, f) repair mortar, g) grouts, for buildings, roads and civil engineering works. This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for mo
25、rtars or aggregates to be used in the surface layer of industrial floors. It provides for the evaluation of conformity of the products to this European Standard. NOTE 1 Aggregates used in construction should comply with all the requirements of this European Standard. As well as familiar and traditio
26、nal; 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 s
27、econdary 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 na
28、tional 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 contractual documents. NOTE 2 Pr
29、operties for lightweight aggregates are specified in prEN 13055-1. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed
30、hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references, the latest edition of the publication referred to applies (including amendments). EN 932-
31、1, Tests for general properties of aggregates Part 1: Methods for sampling. 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 Sieving method. EN 9
32、33-3, Tests for geometrical properties of aggregates Part 3: Determination of particle shape Flakiness index. EN 933-7, Tests for geometrical properties of aggregates Part 7: Determination of shell content Percentage of shells in coarse aggregates. EN 933-8, Tests for geometrical properties of aggre
33、gates 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. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13139:2002 (E) 5 EN 933-10,
34、Tests for geometrical properties of aggregates Part 10: Assessment of fines Grading of fillers (air jet sieving). EN 1097-6, Tests for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption. EN 1367-1, Tests for thermal and weathering properti
35、es of aggregates Part 1: Determination of resistance to freezing and thawing. EN 1367-2, Tests for thermal and weathering properties of aggregates Part 2: Magnesium sulfate test. EN 1744-1:1998 , Tests for chemical properties of aggregates Part 1: Chemical analysis. ISO 565:1990, Test sieves Metal w
36、ire cloth, perforated metal plate and electroformed sheet Nominal sizes of openings. 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 aggregate granular material used in construction. Aggregate may be natural, manufactured or re-cycle
37、d 3.2 natural aggregate aggregate from mineral sources which has been subjected to nothing more than mechanical processing 3.3 manufactured aggregate aggregate of mineral origin resulting from an industrial process involving thermal or other modification 3.4 recycled aggregate aggregate resulting fr
38、om the processing of inorganic material previously used in construction 3.5 aggregate size description of aggregate in terms of lower (d) and upper (D) sieve sizes NOTE This designation accepts the presence of some particles which are retained on the upper sieve (oversize) and some which pass the lo
39、wer sieve (undersize). 3.6 coarse aggregate designation given to the larger aggregate sizes with D greater than or equal to 4 mm and d greater than or equal to 2 mm 3.7 fine aggregate designation given to the smaller aggregate sizes with D less than or equal to 4 mm NOTE Fine aggregate can be produc
40、ed from natural disintegration of rock or gravel and/or by the crushing of rock or gravel or processing of manufactured aggregate. 3.8 fines particle size fraction of an aggregate which passes the 0,063 mm sieve Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontro
41、lled Copy, (c) BSI EN 13139:2002 (E) 6 3.9 filler aggregate aggregate, most of which passes a 0,063 mm sieve, which can be added to construction materials to provide certain properties NOTE See 3.8 for the definition of “fines“. 3.10 particle size fraction fraction of an aggregate passing the larger
42、 of two sieves and retained on the smaller NOTE The lower limit can be zero. 3.11 oversize part of the aggregate retained on the larger of the limiting sieves used in aggregate size description 3.12 undersize that part of the aggregate passing the smaller of the limiting sieves used in aggregate siz
43、e description 3.13 category level of a property of an aggregate expressed as a range of values or a limiting value NOTE There is no relationship between the categories of different properties. 3.14 grading particle size distribution expressed as the percentages by mass passing a specified set of sie
44、ves 3.15 batch production quantity, a delivery quantity, a partial delivery quantity (railway wagon, load, lorry-load, ships cargo) or a stockpile produced at one time under conditions that are presumed uniform NOTE With a continuous process the quantity produced during a specified period should be
45、treated as a batch. 4 Sampling Sampling shall be carried out as specified in EN 932-1. NOTE To ensure a representative sample care should be taken to avoid segregation. 5 Geometrical requirements 5.1 General The necessity for testing and declaring all properties specified in this clause shall be lim
46、ited according to the particular application at end use or origin of the aggregate. When required, the tests specified in clause 5 shall be carried out to determine appropriate geometrical properties. 5.2 Aggregate sizes 5.2.1 All aggregates shall be described in terms of aggregate sizes using the d
47、esignations d/D except for aggregates added as fillers which shall be described as filler aggregate. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:50:18 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13139:2002 (E) 7 5.2.2 Aggregate size shall be described by the pair of sieve sizes in mi
48、llimetres with d as the lower limit designation and D as the upper limit designation sieve between which most of the particle size distribution lies, (e.g. 0/4 mm, 0/2 mm, 2/4 mm, etc.). 5.2.3 The following aggregate sizes are preferred: 0/1 mm, 0/2 mm, 0/4 mm, 0/8 mm, 2/4 mm, 2/8 mm 5.3 Grading The
49、 grading of aggregates, determined in accordance with EN 933-1, shall conform to the following requirements as appropriate to their aggregate size (d/D). 5.3.1 Oversize and undersize limits Aggregates sizes specified in 5.2.3 shall conform to the oversize and undersize limits given in Table 1, except where otherwise specified for special uses. Table 1 Oversize and undersize limits Limits in percentage passing by mass Oversi