1、 g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58and grout Part 1: Definitions, specifications and conformity criteriaThe European Standard EN 15167
2、-1:2006 has the status of a British StandardICS 91.100.15; 01.040.91Ground granulated blast furnace slag for use in concrete, mortar BRITISH STANDARDBS EN 15167-1:2006Incorporating Corrigendum No. 1BS EN 15167-1:2006This British Standard was published under the authority of the Standards Policy and
3、Strategy Committee on 31 October 2006 BSI 2006ISBN 0 580 49352 0In 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blastfurnace slag for use with Portland cement, and based on this transition period of 21 months, BS 6699:1992 will be withdrawn on 1
4、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, Additions for concrete. A list of organiza
5、tions represented on B/517/4 can be obtained on request to its secretary. Additional informationIn 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, glass content, sulfide, sulfate, loss-on-igni
6、tion, 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 requirements in BS EN 15167-1 are expressed as
7、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 testing suggests that the strength requirements
8、 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 to be not less than that of the test cement
9、.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 publicationAmd. No. Date Comments16763 Corrigendum No.
10、131 October 2006 Correction to national forewordwhich 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 harmonize
11、d European Standards and their corresponding 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 per
12、iod, usually of 12 months, for the implementation of CE marking. At the end of this coexistence period, the national standard will be withdrawn.National forewordThis 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 66
13、99:1992 which will be withdrawn on 1 May 2008.EN 15167-1 is a candidate “harmonized” European standard and fully takes into account 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/EE
14、C), and is intended to lead to CE marking. The date of applicability of EN 15167-1 as a harmonized European standard, i.e. the date after EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15167-1August 2006ICS 91.100.15; 01.040.91English VersionGround granulated blast furnace slag for use in concret
15、e, mortarand grout - Part 1: Definitions, specifications and conformitycriteriaLaitier granul de haut-fourneau moulu pour utilisation dansle bton, mortier et coulis - Partie 1: Dfinitions, exigenceset critres de conformitHttensandmehl zur Verwendung in Beton, Mrtel undEinpressmrtel - Teil 1: Definit
16、ionen, Anforderungen undKonformittskriterienThis European Standard was approved by CEN on 26 June 2006.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. U
17、p-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat 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
18、 the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland
19、, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassar
20、t, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15167-1:2006: EEN 15167-1:2006 (E) 2 Contents Page Foreword. 3 1 Scope 4 2 Normative references . 4 3 Terms and definitions. 4 4 Constituents 6 5 Specificatio
21、ns 6 5.1 General. 6 5.2 Chemical requirements 6 5.3 Physical requirements 7 5.3.1 Fineness. 7 5.3.2 Requirements when combined with the test cement 7 5.4 Other requirements. 7 5.4.1 Durability requirements 7 5.4.2 Release of dangerous substances and emission of radioactivity. 7 5.5 Information to be
22、 supplied upon request. 8 6 Packaging and labelling . 8 7 Sampling 9 8 Evaluation of conformity 9 8.1 General requirements. 9 8.2 Statistical conformity criteria 10 8.2.1 General. 10 8.2.2 Inspection by variables 11 8.2.3 Inspection by attributes 12 8.3 Single result conformity criteria 12 Annex A (
23、normative) Method of determining the moisture content of ground granulated blastfurnace slag. 13 A.1 Principle . 13 A.2 Apparatus 13 A.2.1 Balance, capable of weighing to an accuracy of 0,001 g 13 A.2.2 Shallow container of about 20 g capacity 13 A.2.3 Electric oven with natural ventilation controll
24、ed at (110 5 ) C . 13 A.2.4 Desiccator containing dried magnesium perchlorate. 13 A.3 Procedure 13 A.4 Calculation. 13 A.5 Report. 13 Annex ZA (informative) Clauses of this European Standard addressing essential requirements or other provisions of EU Directives. 14 Bibliography . 20 EN 15167-1:2006
25、(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 national standard, either by publication of an identical text or by endor
26、sement, 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 Trade Association, and supports essential requirements of EU Construc
27、tion 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 and conformity criteria Part 2: Conformity evaluation The preparatory wo
28、rk 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, Switzerland and the United Kingdom. According to the CEN/CENELEC Interna
29、l 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, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherla
30、nds, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 15167-1:2006 (E) 4 1 Scope This European Standard specifies requirements for the chemical and physical properties as well as quality control procedures for ground granulated blastfurnace sla
31、g 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 granulated blastfurnace slag conforming to this European Standard may also be used in mortars and grouts. Ground granulated blastfur
32、nace 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 Standard to specify provisions governing the practical application of ground granulated blastfurnace slag in the production of concre
33、te, mortar or grout, i.e. requirements concerning composition, mixing, placing, curing etc. As regards such provisions, reference should be made to other European or national standards, such as EN 206-1. 2 Normative references The following referenced documents are indispensable for the application
34、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 196-1, Methods of testing cement Part 1: Determination of strength EN 196-2, Methods of testing cement Part 2: Chemical
35、 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 fineness EN 196-7, Methods of testing cement Part 7: Methods of taking and preparing samples of cement EN 197-1, Cement Part 1: Co
36、mposition, 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: Conformity evaluation 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 act
37、ivity 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, relative to the compressive strength of equivalent mortar prisms made from 100 % test cement, tested at the same age 3.2 allowable prob
38、ability of acceptance CR for a given sampling plan, the allowed probability of acceptance of ground granulated blastfurnace slag with a characteristic value outside the specified characteristic value EN 15167-1:2006 (E) 5 3.3 autocontrol continual statistical quality control of the ground granulated
39、 blastfurnace slag based on the testing of samples taken by the manufacturer or their agent at point(s) 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
40、values of the population 3.5 control period period of manufacture and/or dispatch identified for the evaluation 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 blastfu
41、rnace, consisting of at least two thirds by mass of glassy slag and possessing hydraulic properties when 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 g
42、rinding granulated blastfurnace slag 3.8 sampling plan specific plan which states the (statistical) sample 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
43、 chemical property which for any single test result 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 3.10 specified characteristic value characteristic value of a chemical or physical property which in the case of an upper limit is n
44、ot to be exceeded or in the case of a lower limit is, as a minimum, to be reached 3.11 spot sample sample 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 ce
45、ment 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 pro
46、perties or to achieve special properties (see EN 206-1) EN 15167-1:2006 (E) 6 4 Constituents The main constituent shall be granulated blastfurnace slag, as defined in 3.6. Its chemical composition shall consist of at least two-thirds by mass of the sum of calcium oxide (CaO), magnesium oxide (MgO) a
47、nd silicon dioxide (SiO2). The remainder shall be aluminium oxide (Al2O3) together with small amounts of other compounds. The ratio by mass (CaO + MgO)/(SiO2) shall exceed 1,0. Ground granulated blastfurnace slag conforming to this European Standard shall contain no added materials except grinding a
48、ids to assist in the manufacture. The total quantity of grinding aid shall not exceed 1,0 % and the organic content of any grinding aid(s) shall not exceed 0,2% (both by mass of the ground granulated blastfurnace slag). Grinding aids shall not promote corrosion of the reinforcement or impair the pro
49、perties of the ground granulated blastfurnace slag or the concrete, mortar or grout, made from it. 5 Specifications 5.1 General The chemical and physical requirements in 5.2 and 5.3 are specified as characteristic values. Conformity to a characteristic value is assessed by means of a statistical quality control procedure as described in Clause 8. The test methods prescribed in this European Standard are reference methods. In factory production control (see EN 15167-2), other methods may be used provided the
