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1、BRITISH STANDARD BS EN 15167-1:2006 Incorporating Corrigendum No. 1 Ground granulated blast furnace slag for use in concrete, mortar and grout Part 1: Definitions, specifications and conformity criteria The European Standard EN 15167-1:2006 has the status of a British Standard ICS 91.100.15; 01.040.
2、91 ? Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI BS EN 15167-1:2006 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 October 2006 BSI 2006 ISBN 0
3、580 49352 0 National foreword This British Standard was published by BSI. It is the UK implementation of EN 15167-1:2006. Together with BS EN 15167-2 it supersedes BS 6699:1992 which will be withdrawn on 1 May 2008. EN 15167-1 is a candidate “harmonized” European standard and fully takes into accoun
4、t the requirements of the European Commission Mandate M/128, Products related to concrete, mortar and grout, given under the EU Construction Products Directive (89/106/EEC), and is intended to lead to CE marking. The date of applicability of EN 15167-1 as a harmonized European standard, i.e. the dat
5、e after which this standard may be used for CE marking purposes, is subject to an announcement in the Official Journal of the European Communities. The Commission in consultation with Member States has agreed a transition period for the coexistence of harmonized European Standards and their correspo
6、nding national standard(s). It is intended that this period will comprise a period, usually nine months, after the date of availability of the European Standard, during which any required changes to national regulations are to be made, followed by a further period, usually of 12 months, for the impl
7、ementation of CE marking. At the end of this coexistence period, the national standard will be withdrawn. In the UK, the corresponding national standard is: BS 6699: 1992, Specification for ground granulated blastfurnace slag for use with Portland cement, and based on this transition period of 21 mo
8、nths, BS 6699:1992 will be withdrawn on 1 May 2008 NOTE This date is approximate. Users of this standard should contact BSI Customer Services for confirmation of withdrawal. The UK participation in its preparation was entrusted by Technical Committee B/517, Cement and lime, to Subcommittee B/517/4,
9、Additions for concrete. A list of organizations represented on B/517/4 can be obtained on request to its secretary. Additional information In most cases, ground granulated blastfurnace slag that conforms to BS 6699 will also conform to BS EN 1567-1, and vice-versa. The requirements for: fineness, gl
10、ass content, sulfide, sulfate, loss-on-ignition, chloride and moisture content are essentially identical. The limit in BS EN 15167-1 for magnesia is higher than in BS 6699. Unlike BS 6699, BS EN 15167-1 contains no limits for manganese, insoluble residue or soundness. The 7- and 28-day strength requ
11、irements in BS EN 15167-1 are expressed as activity indices (% of strength of test cement) and are based on tests with 50% ground granulated blastfurnace slag (compared to 70% ground granulated blastfurnace slag in BS 6699), and the strength requirements cannot be directly compared. Comparative test
12、ing suggests that the strength requirements in BS EN 15167-1 are slightly less onerous than those in BS 6699. BS EN 15167-1 contains a requirement for the initial setting time to be not more than twice as long as the test cement on its own, whereas the requirement in BS 6699 is for the setting time
13、to be not less than that of the test cement. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. Amendments issued since publicati
14、on Amd. No. DateComments 16763 Corrigendum No. 1 31 October 2006Correction to national foreword Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15167-1 Augus
15、t 2006 ICS 91.100.15; 01.040.91 English Version Ground granulated blast furnace slag for use in concrete, mortar and grout - Part 1: Definitions, specifications and conformity criteria Laitier granul de haut-fourneau moulu pour utilisation dans le bton, mortier et coulis - Partie 1: Dfinitions, exig
16、ences et critres de conformit Httensandmehl zur Verwendung in Beton, Mrtel und Einpressmrtel - Teil 1: Definitionen, Anforderungen und Konformittskriterien This European Standard was approved by CEN on 26 June 2006. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stip
17、ulate 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 Central Secretariat or to any CEN member. This European Standard e
18、xists 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 Central Secretariat has the same status as the official versions. CEN members are the national standards
19、bodies of Austria, Belgium, 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 United Kingdom. EUROPEAN
20、COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15167-1:2006: E Licensed Copy: L
21、ondon South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 15167-1:2006 (E) 2 Contents Page Foreword. 3 1Scope 4 2Normative references . 4 3Terms and definitions. 4 4Constituents 6 5Specifications 6 5.1General. 6 5.2Chemical requireme
22、nts 6 5.3Physical requirements 7 5.3.1Fineness. 7 5.3.2Requirements when combined with the test cement 7 5.4Other requirements. 7 5.4.1Durability requirements 7 5.4.2Release of dangerous substances and emission of radioactivity. 7 5.5Information to be supplied upon request. 8 6Packaging and labellin
23、g. 8 7Sampling 9 8Evaluation of conformity 9 8.1General requirements. 9 8.2Statistical conformity criteria 10 8.2.1General. 10 8.2.2Inspection by variables 11 8.2.3Inspection by attributes 12 8.3Single result conformity criteria 12 Annex A (normative) Method of determining the moisture content of gr
24、ound granulated blastfurnace slag. 13 A.1Principle. 13 A.2Apparatus 13 A.2.1Balance, capable of weighing to an accuracy of 0,001 g 13 A.2.2Shallow container of about 20 g capacity 13 A.2.3Electric oven with natural ventilation controlled at (110 5 ) C. 13 A.2.4Desiccator containing dried magnesium p
25、erchlorate. 13 A.3Procedure 13 A.4Calculation. 13 A.5Report. 13 Annex ZA (informative) Clauses of this European Standard addressing essential requirements or other provisions of EU Directives. 14 Bibliography . 20 Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10
26、19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 15167-1:2006 (E) 3 Foreword This document (EN 15167-1:2006) has been prepared by Technical Committee CEN/TC 104 “ Concrete and related products” , the secretariat of which is held by DIN. This European Standard shall be given the status of a nat
27、ional standard, either by publication of an identical text or by endorsement, at the latest by February 2007, and conflicting national standards shall be withdrawn at the latest by May 2008. This document has been prepared under a mandate given to CEN by the European Commission and the European Free
28、 Trade Association, and supports essential requirements of EU Construction Products Directive (89/106/EEC). For relationship with EU Directive, see informative Annex ZA, which is an integral part of this document. The standard EN 15167 is composed of two parts: Part 1: Definitions, specifications an
29、d conformity criteria Part 2: Conformity evaluation The preparatory work was carried out by WG15 of CEN/TC 104 since November 2003 in which the following countries participated: Austria, Belgium, Czech Republic, Finland, France, Germany, Ireland, Italy, Netherlands, Norway, Poland, Spain, Sweden, Sw
30、itzerland and the United Kingdom. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, I
31、celand, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled
32、 Copy, (c) BSI ? C In ? C I nd to imple ? d to imple stonia, Finland ? onia, Finland Luxembourg, M ? xembourg, M in, Sweden, Sw ? n, Sweden, CEN/TC 104 N/TC 104 , Czech Repu Czech Repu Sweden, Switz eden, Sw rnal Reg rnal Reg en EN 15167-1:2006 (E) 4 1 Scope This European Standard specifies re
33、quirements for the chemical and physical properties as well as quality control procedures for ground granulated blastfurnace slag for use as a type II addition in the production of concrete, including in particular cast-in-situ or prefabricated structural concrete conforming to EN 206-1. Ground gran
34、ulated blastfurnace slag conforming to this European Standard may also be used in mortars and grouts. Ground granulated blastfurnace slag containing any added materials other than grinding aids, is not within the scope of this European Standard. It is also not within the scope of this European Stand
35、ard to specify provisions governing the practical application of ground granulated blastfurnace slag in the production of concrete, mortar or grout, i.e. requirements concerning composition, mixing, placing, curing etc. As regards such provisions, reference should be made to other European or nation
36、al standards, such as EN 206-1. 2 Normative references The following 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) app
37、lies. EN 196-1, Methods of testing cement Part 1: Determination of strength EN 196-2, Methods of testing cement Part 2: Chemical analysis of cement EN 196-3, Methods of testing cement Part 3: Determination of setting times and soundness EN 196-6, Methods of testing cement Part 6: Determination of fi
38、neness EN 196-7, Methods of testing cement Part 7: Methods of taking and preparing samples of cement EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements EN 15167-2:2006, Ground granulated blast furnace slag for use in concrete, mortar and grout Part 2: Con
39、formity evaluation 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 activity index ratio (in percent) of the compressive strength of mortar prisms made from 50 % by mass test cement and 50 % by mass ground granulated blastfurnace slag, relativ
40、e to the compressive strength of equivalent mortar prisms made from 100 % test cement, tested at the same age 3.2 allowable probability of acceptance CR for a given sampling plan, the allowed probability of acceptance of ground granulated blastfurnace slag with a characteristic value outside the spe
41、cified characteristic value Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI ? cement ? emen Part 1: Compo ? Part 1: Com 2:2006, ? :2006, Ground ? Ground rmity evaluati ? mity evalua nt. of the re the re ngth
42、 nalysis of cem ysis of cem termination o rmination o Part 6: Determ rt 6: Determ Part Part EN 15167-1:2006 (E) 5 3.3 autocontrol continual statistical quality control of the ground granulated blastfurnace slag based on the testing of samples taken by the manufacturer or their agent at point(s)
43、of release from the ground granulated blastfurnace slag factory 3.4 characteristic value value of the required property outside of which lies a specified percentage, the percentile Pk, of all the values of the population 3.5 control period period of manufacture and/or dispatch identified for the eva
44、luation of the autocontrol test results 3.6 granulated blastfurnace slag vitrified material made by rapid cooling of a slag melt of suitable composition, obtained by smelting iron ore in a blastfurnace, consisting of at least two thirds by mass of glassy slag and possessing hydraulic properties when
45、 suitably activated NOTE Rapid cooling includes quenching in water (granulation) and projecting through water and air (pelletisation). 3.7 ground granulated blastfurnace slag fine powder made by grinding granulated blastfurnace slag 3.8 sampling plan specific plan which states the (statistical) samp
46、le size(s) to be used, the percentile Pk (on which the characteristic value is based) and the allowable probability of acceptance CR 3.9 single result limit value value of a mechanical, physical or chemical property which for any single test result in the case of an upper limit is not to be exceeded
47、 or in the case of a lower limit is, as a minimum, to be reached 3.10 specified characteristic value characteristic value of a chemical or physical property which in the case of an upper limit is not to be exceeded or in the case of a lower limit is, as a minimum, to be reached 3.11 spot sample samp
48、le taken at the same time and from one and the same place, relating to the intended tests. It can be obtained by combining one or more immediately consecutive increments (see EN 196-7) 3.12 test cement selected batch of Portland cement, to be used for carrying out the tests needed to evaluate conformity to the requirements of 5.3.2.2 and 5.3.2.3 3.13 type II addition finely divided inorganic, pozzolanic or latent hydraulic material that may be added to concrete in order to improve certain properties or to achieve special properties (see EN 206-1) L