1、November 2010 Translation by DIN-Sprachendienst.English price group 12No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I
2、CS 91.100.50!$l1f“1731467www.din.deDDIN EN 15368Hydraulic binder for non-structural applications Definition, specifications and conformity criteriaEnglish translation of DIN EN 15368:2010-11Hydraulisches Bindemittel fr nichttragende Anwendungen Definition, Anforderungen und Konformittskriterien (ent
3、hlt nderung A1:2010)Englische bersetzung von DIN EN 15368:2010-11Liant hydraulique pour applications non structurelles Dfinition, spcifications et critres de conformit (Amendement A1:2010 inclus)Traduction anglaise de DIN EN 15368:2010-11SupersedesDIN EN 15368:2008-04See start of applicationwww.beut
4、h.deDocument comprises 23 pagesIn case of doubt, the German-language original shall be considered authoritative.(includes Amendment A1:2010)10.10 DIN EN 15368:2010-11 2 A comma is used as the decimal marker. Start of application The start of application of this standard is due to be 1 December 2010.
5、 It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Bundesanzeiger (German Federal Gazette) and from the date given therein. National foreword This standard has been prepared by Technical Committee CEN/TC 51
6、 “Cement and building limes” (Secretariat: NBN, Belgium). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-06-23 AA Putz- und Mauerbinder. Attention is drawn to the possibility that
7、 some of the elements of this document may be the subject of patent rights. DIN shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN EN 15368:2008-04 as follows: a) Annex ZA (informative) “Clauses of this European Standard addressing
8、the provisions of the EU Construction Products Directive” has been included. Previous editions DIN EN 15368: 2008-04 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15368:2008+A1 June 2010 ICS 91.100.50 Supersedes EN 15368:2008 English Version Hydraulic binder for non-structural applications -
9、Definition, specifications and conformity criteria Liant hydraulique pour applications non structurelles - Dfinition, spcifications et critres de conformit Hydraulisches Bindemittel fr nichttragende Anwendungen - Definition, Anforderungen und Konformittskriterien This European Standard was approved
10、by CEN on 13 December 2007 and includes Amendment 1 approved by CEN on 23 April 2010. CEN members are bound to comply with the 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
11、and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre 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 respon
12、sibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hun
13、gary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Cent
14、re: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15368:2008+A1:2010: EEN 15368:2008+A1:2010 (E) 2 Contents Page Foreword 3Introduction .41 Scope 42 Normative references 43 Terms and definit
15、ions .54 Notation 65 Requirements .65.1 General 65.2 Constituents and composition .65.3 Physical and mechanical requirements 75.4 Chemical requirements .75.5 Additional requirements .86 Durability requirements 87 Standard designation 88 Conformity criteria .98.1 General requirements 98.2 Conformity
16、criteria for physical, mechanical, chemical properties and evaluation procedure .98.3 Conformity requirements 98.4 Statistical conformity criteria 108.5 Single test result conformity criteria 138.6 Conformity criteria for HB composition . 13Annex A (informative) Water soluble hexavalent chromium . 1
17、4Annex ZA (informative) !Clauses of this European Standard addressing the provisions of the EU Construction Products Directive“ . 15Bibliography . 21DIN EN 15368:2010-11 EN 15368:2008+A1:2010 (E) 3 Foreword This document (EN 15368:2008+A1:2010) has been prepared by Technical Committee CEN/TC 51 “Cem
18、ent and building limes”, the secretariat of which is held by NBN. 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 December 2010, and conflicting national standards shall be withdrawn at the latest
19、 by December 2010. This document supersedes EN 15368:2008. This document includes Amendment 1, approved by CEN on 2010-04-23. The start and finish of text introduced or altered by amendment is indicated in the text by tags !“. Attention is drawn to the possibility that some of the elements of this d
20、ocument 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 has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requir
21、ements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.“ According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: A
22、ustria, Belgium, Bulgaria, Croatia, 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 the United Kingdo
23、m. DIN EN 15368:2010-11 EN 15368:2008+A1:2010 (E) 4 Introduction The “Hydraulic binder for non-structural applications“ referred to herein has been produced in Italy since 1960s with the name “Calce eminentemente idraulica artificiale in polvere”. The binder was conforming to the requirements of the
24、 Italian law n 595 (26.06.65) and D.M: 31/08/1972. Following the adoption of EN 197-1 in 2000 the product was standardised according to UNI 10892 ”Legante idraulico per costruzioni definizioni, specifiche e criteri di conformit” (UNI 10892: Building hydraulic binder composition, specifications and c
25、onformity criteria). The product is destined to be used alone or mixed with other binders for the production of mortars for non-structural masonry or rendering and plastering. The experience acquired through the years has shown that the properties of this product satisfy the requirements of both the
26、 market and the customers. 1 Scope This European Standard applies to Hydraulic binder for non-structural applications in construction used as binder for preparation of mortar for masonry, rendering and plastering and other non structural construction products. This European Standard specifies the de
27、finition and composition of Hydraulic binder for non-structural applications (HB). It includes physical, mechanical and chemical requirements and defines strength classes. EN 15368 also states the conformity criteria and the related rules. Necessary durability requirements are also given. NOTE For n
28、ormal applications the information given in this standard, and in the masonry specifications, EN 998-1 and EN 998-2, is generally sufficient. However, in special cases, an exchange of additional information between the producer and user can be helpful. The details of such an exchange are not within
29、the scope of this standard but should be dealt with in accordance with national standards or other regulations or can be agreed between the parties concerned. Terms of delivery or other contractual conditions, normally included in documents exchanged between the supplier and the purchaser of Hydraul
30、ic binder for non-structural applications, are outside the scope of this European Standard. 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 editi
31、on 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 analysis of cement EN 196-3, Methods of testing cement Part 3: Determination of setting times and soundness EN
32、196-6, Methods of testing cement Part 6: Determination of fineness EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements EN 413-2:2005, Masonry cement Part 2: Test methods EN 459-1, Building lime Part 1: Definitions, specifications and conformity criteria EN
33、 459-2:2001, Building lime Part 2: Test methods DIN EN 15368:2010-11 EN 15368:2008+A1:2010 (E) 5 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 hydraulic binder for non-structural applications factory made finely ground inorganic material wh
34、ich, when mixed with water and fine aggregates, produces a mortar with workability, adhesion and strength properties that make it suitable for use in rendering, plastering and masonry work. Hardening of a Hydraulic binder for non-structural applications is mainly due to the hydration of calcium sili
35、cates. However, other chemical compounds - i.e. aluminates - also take part in the setting and early stiffening processes thus generating a hardened mass that retains its strength and soundness properties even under water. Although it consists of finely ground granules of different materials, the Hy
36、draulic binder for non-structural applications has a statistically homogeneous composition. 3.2 additives constituents which are added to improve the manufacture or the properties of the Hydraulic binder for non-structural applications, e.g. grinding agents, air-entraining agents, etc. 3.3 allowable
37、 probability of acceptance CR for a given sampling plan, the allowed probability of acceptance of Hydraulic binder for non-structural applications with a characteristic value outside the specified characteristic value 3.4 sampling plan specific plan which states the (statistical) sample size(s) to b
38、e used, the percentile Pkand the allowable probability of acceptance CR 3.5 characteristic value value of a required property outside which lies a specified percentage, the percentile Pk, of all the values of the population 3.6 specified characteristic value characteristic value of mechanical, physi
39、cal or chemical 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 3.7 single result limit value value of mechanical, physical or chemical property which - for/any single test result - in the case of an upper limit is no
40、t to be exceeded or in the case of a lower limit is, as a minimum, to be reached. 3.8 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). 3.9 autocont
41、rol testing continual testing by the manufacturer of Hydraulic binder for non-structural applications spot samples taken at the point(s) of release from the factory/depot. 3.10 control period period of production and dispatch identified for the evaluation of the autocontrol test results. DIN EN 1536
42、8:2010-11 EN 15368:2008+A1:2010 (E) 6 4 Notation Hydraulic binder for non-structural applications is designed by the term HB. There are two strength classes of Hydraulic binder for non-structural applications: 1,5 and 3. 5 Requirements 5.1 General The physical, mechanical and chemical properties of
43、Hydraulic binder for non-structural applications shall be measured by test methods described in EN 413-2 and the relevant parts of EN 196. These European Standards give alternative test methods for some properties but in the event of a dispute only the reference methods shall be used. Where allowed
44、in the relevant part of EN 196, different methods may be used provided they give correlated and equivalent values to those obtained using the reference method. The CEN standard sand used to make the mortars for the tests required by 5.3.4 and 5.3.5 shall fulfil the requirements of EN 196-1. All requ
45、irements are specified as characteristic values. They serve to define the performance level and classification of the Hydraulic binder for non-structural applications. 5.2 Constituents and composition Hydraulic binder for non-structural applications shall comprise Portland cement clinker, inorganic
46、constituents and where appropriate additive(s) as given in Table 1, Calcium sulphate is added in small quantities to the other constituents of Hydraulic binder for non-structural applications during its manufacture to control setting. The inorganic constituents of Hydraulic binder for non-structural
47、 applications conforming to this standard shall be materials selected from: Portland cement clinker meeting the requirements of EN 197-1; Common cement specified by EN 197-1; Constituents specified by EN 197-1; Calcium sulphate added upon grinding in such an amount that the setting process can be co
48、ntrolled; Hydrated and/or hydraulic building limes conforming to EN 459-1; Additives. The production cycle and the control system shall ensure that the composition of the HB is in compliance with the limits set forth in Table 1 below. DIN EN 15368:2010-11 EN 15368:2008+A1:2010 (E) 7 Table 1 Composit
49、ion of Hydraulic binder for non-structural applications (values given in percentage by mass) Portland cement clinker content Additives 20 1,0 aaThe quantity of organic additives on dry basis should not exceed 0,2 % by mass of the HB. When the content exceeds 0,2 % the actual amount and types of organic additives shall be declared. 5.3 Physical and mechanical requirements 5.3.1 Fineness (sieve residue) The residue on a 90 m sieve shall be
