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本文(DIN EN ISO 11600-2011 Building construction - Jointing products - Classification and requirements for sealants (ISO 11600 2002 + Amd 1 2011) German version EN ISO 11600 2003 + A1 2.pdf)为本站会员(testyield361)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

DIN EN ISO 11600-2011 Building construction - Jointing products - Classification and requirements for sealants (ISO 11600 2002 + Amd 1 2011) German version EN ISO 11600 2003 + A1 2.pdf

1、November 2011 Translation by DIN-Sprachendienst.English price group 10No 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!$x?h“1852869www.din.deDDIN EN ISO 11600Building construction Jointing products Classification and requirements for sealants English translation of DIN EN ISO 11600:2011-11Hochbau Fugendichtstoffe Einteilung und Anforderungen von Dichtungsmassen (ISO 11600:2002 + Englische bersetzung von

3、 DIN EN ISO 11600:2011-11Construction immobilire Produits pour joints Classification et exigences pour les mastics (ISO 11600:2002 + Traduction anglaise de DIN EN ISO 11600:2011-11SupersedesDIN EN ISO 11600:2004-04www.beuth.deIn case of doubt, the German-language original shall be considered authori

4、tative.Document comprises 14 pagesAmd. 1:2011)Amd. 1:2011)Amd. 1:2011)(ISO 11600:2002 +11.11 DIN EN ISO 11600:2011-11 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee ISO/TC 59 “Buildings and civil engineering works” in collaboration w

5、ith Technical Committee CEN/TC CSB (Secretariat: CMC). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-02-16 AA Fugendichtstoffe (SpA zu CEN/TC 349 und ISO/TC 59/SC 8). The text of

6、 ISO 11600:2002 Amendment 1:2011 has been incorporated in this standard. The start and finish of text introduced or altered by amendment is indicated in the text by tags !“. Amendments This standard differs from DIN EN ISO 11600:2004-04 as follows: a) Table 3 “Requirements for construction sealants

7、(F)” has been modified; b) the standard has been editorially revised. Previous editions DIN EN ISO 11600: 2004-04 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 11600 November 2003 + A1 July 2011 ICS 91.100.50 English Version Building construction - Jointing products - Classification and r

8、equirements for sealants (ISO 11600:2002 + Amd. 1:2011) Construction immobilire - Produits pour joints -Classification et exigences pour les mastics (ISO 11600:2002 + Amd. 1:2011) Hochbau - Fugendichtstoffe - Einteilung und Anforderungen von Dichtungsmassen (ISO 11600:2002 + Amd. 1:2011) EN ISO 1160

9、0:2003 was approved by CEN on 2003-09-25 and Amendment A1:2011 on 2011-07-14. 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 and bibl

10、iographical references concerning such national standards may be obtained on application to the CEN-CENELEC 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

11、sibility of a CEN member into its own language and notified to the CEN-CENELEC 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, Gre

12、ece, Hungary, 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 Managem

13、ent Centre: Avenue Marnix 17, B-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 11600:2003 + A1:2011 EEN ISO 11600:2003 + A1:2011 (E) 2 Contents PageForeword to EN ISO 11600:20033!Foreword to EN ISO 11600:200

14、3/A1:201131 Scope 42 Normative references 43 Terms and definitions .54 Classification54.1 Types.54.2 Classes .54.3 Subclasses .55 Requirements and test methods66 Conditioning, test procedure and substrates.97 Definition of failure 97.1 General97.2 Failure of subclass P sealants .97.3 Failure of subc

15、lass E sealants .98 Designation 109 Test report 11Annex ZA (normative) Normative references to international publications with their relevant European publications 12DIN EN ISO 11600:2011-11 EN ISO 11600:2003 + A1:2011 (E) 3 Foreword to EN ISO 11600:2003 International Standard ISO 11600:2002 “Buildi

16、ng construction Jointing products Classification and requirements for sealants”, which was prepared by ISO/TC 59 “Building construction” of the International Organization for Standardization, has been adopted by CEN/CMC as a European Standard. This European Standard shall be given the status of a na

17、tional standard, either by publication of an identical text or by endorsement, at the latest by March 2004, and conflicting national standards shall be withdrawn at the latest by March 2004. In accordance with the CEN/CENELEC Internal Regulations, the national standards organizations of the followin

18、g countries are bound to implement this European Standard: Austria, Belgium, the Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland, and United Kingdom. Endorsement notice

19、 The text of the International Standard ISO 11600:2002 was approved by CEN as a European Standard without any modification. NOTE Normative references to international publications are listed in Annex ZA (normative). !Foreword to EN ISO 11600:2003/A1:2011 This document (EN ISO 11600:2003/A1:2011) has

20、 been prepared by Technical Committee ISO/TC 59 “Buildings and civil engineering works”. This Amendment to the European Standard EN ISO 11600:2003 shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2012, and confli

21、cting national standards shall be withdrawn at the latest by January 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. According t

22、o the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, La

23、tvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Endorsement notice The text of ISO 11600:2003/Amd. 1:2011 has been approved by CEN as EN ISO 11600:2003/A1:2011 without any modification.“ DIN EN

24、 ISO 11600:2011-11 1 ScopeThis International Standard specifies the types and classes of sealants used in building construction according totheir applications and performance characteristics.The requirements and respective test methods for the different classes are also given.2 Normative referencesT

25、he following normative documents contain provisions which, through reference in this text, constitute provisions ofthis International Standard. For dated references, subsequent amendments to, or revisions of, any of thesepublications do not apply. However, parties to agreements based on this Interna

26、tional Standard are encouraged toinvestigate the possibility of applying the most recent editions of the normative documents indicated below. Forundated references, the latest edition of the normative document referred to applies. Members of ISO and IECmaintain registers of currently valid Internati

27、onal Standards.ISO 6927, Building construction Jointing products Sealants VocabularyISO 7389, Building construction Jointing products Determination of elastic recovery of sealantsISO 7390, Building construction Jointing products Determination of resistance to flow of sealantsISO 8339, Building const

28、ruction Sealants Determination of tensile properties (Extension to break)ISO 8340, Building construction Sealants Determination of tensile properties at maintained extensionISO 9046, Building construction Jointing products Determination of adhesion/cohesion properties of sealantsat constant temperat

29、ureISO 9047, Building construction Jointing products Determination of adhesion/cohesion properties of sealantsat variable temperaturesISO 10563, Building construction Jointing products Determination of change in mass and volume of sealantsISO 10590, Building construction Jointing products Determinat

30、ion of tensile properties of sealants atmaintained extension after immersion in waterISO 10591, Building construction Jointing products Determination of adhesion/cohesion properties of sealantsafter immersion in waterISO 11431:2002, Building construction Jointing products Determination of adhesion/c

31、ohesion properties ofsealants after exposure to heat, water and artificial light through glassISO 11432, Building construction Jointing products Determination of resistance to compression of sealantsISO 13640, Building construction Jointing products Specifications for test substrates4EN ISO 11600:20

32、03 + A1:2011 (E) DIN EN ISO 11600:2011-11 3 Terms and definitionsFor the purposes of this International Standard, the terms and definitions given in ISO 6927 apply.4 Classification4.1 TypesAccording to their applications, sealants are separated into two types:Type G: glazing sealants for use in glaz

33、ing joints;Type F: construction sealants for use in building joints other than glazing.4.2 ClassesSealants are classified according to their ability to fulfil sealing functions in joints with movement parameters as givenin Table 1.4.3 Subclasses4.3.1 Sealants of class 25 and 20 are additionally sub-

34、classified according to their secant tensile modulus (seeISO 6927):low modulus: code LM;high modulus: code HM.If the measured secant tensile modulus value exceeds the values specified below for either or both temperatures, thesealant shall be classified as high modulus. Specified values (see Tables

35、2 and 3, second row) are as follows:at ;at .The secant modulus shall be the mean value of the three measured values. Round the mean value to one decimalplace.EXAMPLE Measured values , and . Mean value . Reported value .Table 1 Sealant classesClassaTest amplitude Movement capabilityb25 25,020 20,012,

36、5 12,57,5 7,5aClasses 25 and 20 apply to both types of sealant G and F, while classes 12,5 and 7,5 apply to sealants of type F only.bFor the correct interpretation and application of movement capability to the design of joints, relevant national standards and advisorydocuments should be considered.%

37、 25 20 12,5 7,50,4 N/mm2+23C0,6 N/mm220C0,43 N/mm20,40 N/mm20,46 N/mm20,43 N/mm20,4 N/mm25EN ISO 11600:2003 + A1:2011 (E) DIN EN ISO 11600:2011-11 4.3.2 Sealants of class 12,5 are additionally classified according to their elastic recovery:Sealants of classes 25, 20 and 12,5E are called elastic seal

38、ants; sealants of classes 12,5P and 7,5P are calledplastic sealants. The full classification scheme is shown in Figure 1.5 Requirements and test methodsThe requirements and test methods are as specified in Tables 2 and 3 for Type G and Type F sealants respectively.For specific test conditions, see T

39、able 4.elastic recovery equal to or more than : Code E (elastic);elastic recovery less than : Code P (plastic).Figure 1 Diagram of classification of sealants in building construction40 %40 %6EN ISO 11600:2003 + A1:2011 (E) DIN EN ISO 11600:2011-11 Table 2 Requirements for glazing sealants (G)Propert

40、iesClassTest method25LM 25HM 20LM 20HMElastic recovery ( ISO 7389Tensile properties, secant tensile modulusISO 8339at ( )and or and orat ( )Tensile properties at maintained extension nf nf nf nf ISO 8340Adhesion/cohesion properties at variable temperature nf nf nf nf ISO 9047Adhesion/cohesion proper

41、ties after exposure to heat and artificial light and to water (see Note 1)nf nf nf nf ISO 11431Adhesion/cohesion properties at maintained extension after water immersionnf nf nf nf ISO 10590Resistance to compression ( )see Note 2see Note 2see Note 2see Note 2ISO 11432Loss of volume ( ) ISO 10563Resi

42、stance to flow ( ) (see Note 3) ISO 7390nf = no failure as defined in clause 7.NOTE 1 Use the standard conditions of exposure, as described in ISO 11431:2002, 8.2.2 or 8.2.3.NOTE 2 Record the value for compression.NOTE 3 Use the U-profile, made from anodized aluminium, with a nominal width of and a

43、nominal depth of .Apply test temperatures of and . Test to procedure A and procedure B. If the flow exceeds , thetest may be repeated once.%) greaterorequalslant 60 greaterorequalslant 60 greaterorequalslant 60 greaterorequalslant 60+ 23C N/mm2lessorequalslant 0,4 0,4 lessorequalslant 0,4 0,4 20C N/

44、mm2lessorequalslant 0,6 0,6 lessorequalslant 0,6 0,6N/mm2% lessorequalslant 10 lessorequalslant 10 lessorequalslant 10 lessorequalslant 10mm lessorequalslant 3 lessorequalslant 3 lessorequalslant 3 lessorequalslant 320 mm 10 mm(50 2)C (5 2)C3m7EN ISO 11600:2003 + A1:2011 (E) DIN EN ISO 11600:2011-11

45、 Table 3 Requirements for construction sealants (F)Table 4 Specific test conditions for Type F and Type G sealantsTest methodClass25LM 25HM 20LM 20HM 12,5E 12,5P 7,5PElongationaISO 7389ISO 8339ISO 8340ISO 10590ISO 11431Amplitude ISO 9046ISO 9047Compression ISO 11432 aThe value of elongation is given

46、 as a percentage of the original width:elongation 100 % 100 % 60 % 60 % 60 % 60 % 25 % 25 % 25 % 20 % 20 % 12,5 % 12,5 % 7,5 %25 % 25 % 20 % 20 % =(final width original width)/(original width) 100 %8Class Properties 25LM 25HM 20LM 20HM 12,5E 12,5P 7,5P Test method Elastic recovery (%) 70 70 60 60 40

47、 0,4 0,4 0,4 and or and or ISO 8339 at 20 C (N/mm2) 0,6 0,6 0,6 0,6 b) elongation at break (%) at +23 C 100 25 Tensile properties at maintained extension nf nf nf nf nf ISO 8340 Adhesion/cohesion properties at variable temperatures nf nf nf nf nf ISO 9047 Adhesion/cohesion properties at constant tem

48、perature nf nf ISO 9046 Adhesion/cohesion properties at maintained extension after water immersion nf nf nf nf nf ISO 10590 Adhesion/cohesion properties after water immersion Elongation at break (%) at +23 C 100 25 ISO 10591 Loss of volume (%) 10 see Note 1 10 see Note 1 10 see Note 1 10 see Note 1

49、25 see Note 2 25 25 ISO 10563 Resistance to flow (mm) (Note 3) 3 3 3 3 3 3 3 ISO 7390 nf = no failure as defined in Clause 7. NOTE 1 A maximum of 25 % for water-borne dispersion sealants. NOTE 2 A maximum of 30 % for Class 12,5E water-borne dispersion sealants. NOTE 3 Use the U-profile made from anodized aluminum with a nominal width of 20 mm and a nominal d

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