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1、Licensed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
BRITISH STANDARD BS EN
15167-1:2006
Incorporating
Corrigendum No. 1
Ground granulated blast furnace slag for use in concrete, mortar and grout —
2、
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; 01.040.91
3、
BS EN 15167-1:2006
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will be withdrawn on 1 May 2008.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 “harm
4、onized” 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/EEC), and is intended to lead to CE marking. The date of applicability of EN
5、 15167-1 as a harmonized European standard, i.e. the date 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 coexi
6、stence of harmonized 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, foll
7、owed by a further period, usually of 12 months, for the implementation 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 At the end of this coexistence period, the national standard will be withdrawn.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
8、with Portland cement, and based on this transition period of 21 months,
BS 6699:1992 will be withdrawn on 1 May 2008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 b
9、y Technical Committee B/517, Cement and lime, to Subcommittee B/517/4, 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
10、 conform to BS EN 1567-1, and vice-versa. The requirements for: fineness, glass 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
11、 for manganese, insoluble residue or soundness. The 7- and 28-day strength requirements in
BS EN 15167-1 are expressed as ‘‘a(chǎn)ctivity 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
12、BS 6699), and the strength requirements cannot be directly compared. Comparative testing 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 t
13、he 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.
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
14、 Standard cannot confer immunity from legal obligations.
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Amd. No.
Date
Comments
16763
Corrigendum No. 1
31 October 2006
Correction to national
15、 foreword
This British Standard was published under the authority of the Standards Policy and Strategy Committee
on 31 October 2006
? BSI 2006
ISBN 0 580 49352 0
Amendments issued since publication
EUROPEAN STANDARD NORME EUROPéENNE
EUROP?ISCHE NORM
EN 151
16、67-1
August 2006
ICS;
English Version
Ground granulated blast furnace slag for use in concrete, mortar and grout - Part 1: Definitions, specifications and conformity criteria
Laitier granulé de haut-fourneau moulu pour utilisation dans le béton, mortier et coulis -
17、 Partie 1: Définitions, exigences et critères de conformité
Hüttensandmehl zur Verwendung in Beton, M?rtel und Einpressm?rtel - Teil 1: Definitionen, Anforderungen und Konformit?tskriterien
This European Standard was approved by CEN on 26 June 2006.
CEN members are bound to comply with t
18、he CEN/CENELEC Internal Regulations 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 Central Secretariat
19、or to any CEN member.
This European Standard exists 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
20、versions.
CEN members are the national standards 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, Spai
21、n, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION C O M I Té EUR O P éEN DE NOR M A L I S A TI ON EUR O P ? I S C H ES KOM I TEE F ü R NOR M UNG
Management Centre: rue de Stassart, 36 B-1050 Brussel
22、s
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? 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members.
Ref. No. EN 15167-1:2006: E
Licen
23、sed Copy: London South Bank University, London South Bank University, Wed Jan 10 19:37:14 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
Contents Page
Foreword ..........................................................................................................................
24、................................... 3
1 Scope...................................................................................................................................................... 4
2 Normative references .........................................................................
25、.................................................. 4
3 Terms and definitions ........................................................................................................................... 4
4 Constituents ............................................................................
26、.............................................................. 6
5 Specifications ........................................................................................................................................ 6
5.1 General ...............................................................
27、.................................................................................... 6
5.2 Chemical requirements ........................................................................................................................ 6
5.3 Physical requirements ....................................
28、...................................................................................... 7
5.3.1 Fineness................................................................................................................................................. 7
5.3.2 Requirements when combined with the test
29、cement ........................................................................ 7
5.4 Other requirements ............................................................................................................................... 7
5.4.1 Durability requirements .................................
30、....................................................................................... 7
5.4.2 Release of dangerous substances and emission of radioactivity ................................................... 7
5.5 Information to be supplied upon request ..........................................
31、................................................. 8
6 Packaging and labelling ....................................................................................................................... 8
7 Sampling ...................................................................................
32、............................................................. 9
8 Evaluation of conformity ...................................................................................................................... 9
8.1 General requirements ...........................................................
33、................................................................ 9
8.2 Statistical conformity criteria ............................................................................................................ 10
8.2.1 General .....................................................................
34、............................................................................ 10
8.2.2 Inspection by variables ...................................................................................................................... 11
8.2.3 Inspection by attributes....................................
35、.................................................................................. 12
8.3 Single result conformity criteria ........................................................................................................ 12
Annex A (normative) Method of determining the moisture content
36、of ground granulated
blastfurnace slag................................................................................................................................. 13
A.1 Principle .................................................................................................................
37、.............................. 13
A.2 Apparatus ............................................................................................................................................ 13
A.2.1 Balance, capable of weighing to an accuracy of 0,001 g .............................................
38、................... 13
A.2.2 Shallow container of about 20 g capacity ........................................................................................ 13
A.2.3 Electric oven with natural ventilation controlled at (110 ± 5 ) °C ................................................... 13
A.2.4 D
39、esiccator containing dried magnesium perchlorate ..................................................................... 13
A.3 Procedure ............................................................................................................................................ 13
A.4 Calculation ..
40、......................................................................................................................................... 13
A.5 Report...................................................................................................................................................
41、13
Annex ZA (informative) Clauses of this European Standard addressing essential
requirements or other provisions of EU Directives......................................................................... 14
Bibliography ........................................................................
42、............................................................................. 20
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Foreword
This document (EN 15167-1:2006) has been
43、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 endorsement, at the latest by February 2007, and confl
44、icting 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 Construction Products Directive (89/106/EEC)
45、.
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 work was carried
46、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 Internal Regulation
47、s, 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, Netherlands, Norway,
48、 Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
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1 Scope
This European Standard specifies requireme
49、nts 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 granulated
50、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 Standard
51、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 national s
52、tandards, 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)
53、 applies.
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 — Par
54、t 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: Composition, specifications and conformity criteria for common cements EN 15167-2:2006, Ground granulated blast furnace slag for use in concrete,
55、 mortar and grout — Part
2: Conformity evaluation
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
activity index
ratio (in percent) of the compressive strength of mortar prisms made from 50 % by mass test cement and 50 % by mass gr
56、ound granulated blastfurnace slag, relative to the compressive strength of equivalent mortar prisms made from 100 % test cement, tested at the same age
allowable probability of acceptance CR
for a given sampling plan, the allowed probability of acceptance of ground granulated blastfurnace slag
57、 with a characteristic value outside the specified characteristic value
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3.3 autocontrol
continual statistical quality control of the ground granulate
58、d 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
characteristic value
value of the required property outside of which lies a specified percentage, the percentile Pk, of all t
59、he values of the population
control period
period of manufacture and/or dispatch identified for the evaluation of the autocontrol test results
granulated blastfurnace slag
vitrified material made by rapid cooling of a slag melt of suitable composition, obtained by smelting iron ore in a
60、blastfurnace, 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).
ground granulated blastfurnace sl
61、ag
fine powder made by grinding granulated blastfurnace slag
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
single result limit value
va
62、lue 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 or in the case of a lower limit is, as a minimum, to be reached
specified characteristic value
characteristic value of a chemical or physical property whi
63、ch 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
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
64、increments (see EN 196-7)
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
type II addition
finely divided inorganic, pozzolanic or latent hydraulic material that may be added to con
65、crete in order to improve certain properties or to achieve special properties (see EN 206-1)
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4 Constituents
The main constituent shall be gr
66、anulated 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) and 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
bs英國標準】bs en 151671 ground granulated blast furnace slag for use in concrete, mortar and grout — part 1 definitions, specifications and conformity criteria
