1、PD CEN/TR15868:2009ICS 91.100.30NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWPUBLISHED DOCUMENTSurvey of nationalrequirements used inconjunction with EN206-1:2000This Published Documentwas published under theauthority of the StandardsPolicy and StrategyCommittee on 28 Februa
2、ry2010 BSI 2010ISBN 978 0 580 63980 7Amendments/corrigenda issued since publicationDate CommentsPD CEN/TR 15868:2009National forewordThis Published Document is the UK implementation of CEN/TR15868:2009.The UK participation in its preparation was entrusted to TechnicalCommittee B/517/1, Concrete prod
3、uction and testing.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot conf
4、er immunityfrom legal obligations.PD CEN/TR 15868:2009TECHNICAL REPORTRAPPORT TECHNIQUETECHNISCHER BERICHTCEN/TR 15868June 2009ICS 91.100.30English VersionSurvey of national requirements used in conjunction with EN206-1:2000tat des prescriptions nationales utilises avec lEN 206-1:2000berblick nation
5、aler Anforderungen, die imZusammenhang mit EN 206-1:2000 verwendet werdenThis Technical Report was approved by CEN on 3 February 2009. It has been drawn up by the Technical Committee CEN/TC 104.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denma
6、rk, 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 COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONE
7、UROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. CEN/TR 15868:2009: EPD CEN/TR 15868:2009CEN/TR 15868:2009 (E) 2 Contents Page Foreword 3 1 Scope 4 2
8、Location of national requirements .6 3 Exposure classes.8 4 Constituent materials . 27 5 Limiting values 35 6 Methods for minimising the risk of damaging ASR 57 7 Use of additions 62 8 Intermediate compressive strength classes 75 9 Conformity and certification 76 10 National provisions related to ad
9、ditional or different requirements . 84 11 Production control 96 Annex A National minimum aggregate categories for normal weight aggregate concrete used in general construction 99 Annex B Limiting values . 117 Annex C Use of Ground Granulated Blastfurnace Slag . 135 PD CEN/TR 15868:2009CEN/TR 15868:
10、2009 (E) 3 Foreword This document (CEN/TR 15868:2009) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CE
11、N and/or CENELEC shall not be held responsible for identifying any or all such patent rights. PD CEN/TR 15868:2009CEN/TR 15868:2009 (E) 4 1 Scope This CEN Report provides a summary of national requirements used with EN 206-1:2000. The aims of this CEN Report are to: a) provide a picture of how EN 20
12、6-1 is being applied in practice; b) identify areas where EN 206-1 is being interpreted in different ways; c) identify areas where CEN Member Countries have found simplification to be necessary; d) identify additional national requirements; e) show areas where CEN Member Countries have found it nece
13、ssary to override the requirements of EN 206-1. EN 206-1 uses the phrase national provisions. However, recent CEN Guidance wishes to retain this term for regulatory requirements only. This survey uses the term national requirements to include regulations, standards and other documents that form the
14、basis of local practice. As a summary of national requirements, the information in this CEN Report is incomplete and may have been subject to later revisons. It is insufficient and not intended to provide the basis for design and specification: for this the national requirements (see Table 1.1) shou
15、ld be studied. Table 1.1 identifies CEN Member Countries who did not respond to the questionnaire. The other tables in this CEN Report only include information from CEN Member Countries who responded and CEN Member Countries who did not respond are not identified. PD CEN/TR 15868:2009CEN/TR 15868:20
16、09 (E) 5 Members of Ad Hoc Group Professor Tom Harrison, Convenor Dipl.-Ing. Anette Berrig Dr. Ir. Claude Bleiman Dr. Manuel Burn Dr. Ir. Hans Cornelissen Dr. Michel Delort Dr. John Moore Dipl.-Ing. Udo Wiens CEN Member Countries CEN Member Countries Austria AT Latvia LV Belgium BE Lithuania LTCypru
17、s CY Luxembourg LU Czech Republic CZ Malta MT Denmark DK Netherlands NLEstonia EE Norway NO Finland FI Poland PLFrance FR Portugal PT Germany DE Slovakia (Slovak Republic) SK Greece GR Slovenia SIHungary HU Spain ES Iceland IS Sweden SEIreland IE Switzerland CH Italy IT United Kingdom UKAffiliates A
18、lbania AL Bulgaria BG Croatia (Hrvatska) HR Romania RO Turkey TR PD CEN/TR 15868:2009CEN/TR 15868:2009 (E) 6 2 Location of national requirements Table 1.1 gives the title of the documents that contain the national requirements, together with an English translation of the title. Any person wishing to
19、 design and specify concrete in another CEN Member Country should consult the documents cited in Table 1.1. Please note that the documents will be written in the national language(s) of the CEN Member Country. It should also be noted that the survey was conducted during 2005 to 2006 and the answers
20、reflect practice at that time, which may not be the same as current practice. Table 1.1 Location of national requirements CEN Member CountriesaLocation of national requirements Austria NORM B 4710-1: Beton Teil 1: Festlegung, Herstellung, Verwendung und Konformittsnachweis (Regeln zur Umsetzung der
21、NORM EN 206-1) (Concrete Part 1: Specification, production, use and verification of conformity (Rules for the implementation of NORM EN 206-1) Belgium NBN B 15-001: Supplment la NBN EN 206-1 Bton Spcification, performances, production et conformit NBN B 15-001: Aanvulling op NBN EN 206-1 Beton Eisen
22、, gedraging, vervaardiging en conformiteit (Supplement to NBN EN 206-1: Concrete Specification, performance, production and conformity) Cyprus No response received Czech Republic CSN EN 206-1 Zmena Z2 Denmark DS 2426: Beton Materialer Regler for anvendelse af EN 206-1 i Danmark (Concrete Materials R
23、ules for the use of EN 206-1 in Denmark) Estonia No response received Finland Suomen rakentamismryskokoelma, B4 Betonirakenteet, Liite 3: Kansallinen liite standardiin SFS-EN 206-1 (National Building Code of Finland, B4 Concrete structures, Annex 3: national Annex to standard SFS-EN 206-1) Informati
24、ve Guidance document: Betoninormit 2004, Suomen Betoniyhdistys (Concrete Code, Finnish Concrete Association) France National annex included in the NF EN 206-1 standard Germany DIN 1045-2: Tragwerke aus Beton, Stahlbeton und Spannbeton Teil 2: Beton Festlegung, Eigenschaften, Herstellung und Konformi
25、tt Anwendungsregeln zu DIN EN 206-1 (DIN 1045-2: Concrete, reinforced and prestressed concrete structures Part 2: Concrete Specification, properties, production and conformity Application rules for DIN EN 206-1) Greece No response received Hungary No response received Iceland No response received Ir
26、eland National Annex; published with I.S. EN 206-1 as a single document. Italy UNI 11104: Calcestruzzo Specificazione, prestazione produzione e conformit Istruzioni complementari per lapplicazione della EN 206-1 (Concrete Specification, performance, production and conformity, Additional provisions f
27、or the application of EN 206-1) PD CEN/TR 15868:2009CEN/TR 15868:2009 (E) 7 Table 1.1 (continued) CEN Member CountriesaLocation of national requirements Latvia No response received Lithuania No response received Luxembourg DNA EN 206: Document National dApplication luxembourgeois de lEN 206-1: Bton
28、Partie 1: Spcification, performances, production et conformit (DNA EN 206: Luxemburgish national application document of the EN 206-1: Concrete Part 1: specification, performance, production and conformity) Malta There are no national provisions, but in the past, local industry has used recommendati
29、ons in European, British or German standards Netherlands NEN 8005:2004: Nederlandse invulling van NEN-EN 206-1: Beton Deel 1: Specificatie, eigenschappen, vervaardiging en conformiteit (Dutch supplement to NEN-EN 206-1: Concrete Part 1: Specification, performance, production and conformity) Norway N
30、S-EN 206-1 National Annex Poland No response received Portugal The Portuguese requirements are in the National Annex to NP EN 206-1 and to NP ENV 13670-1 and in the following National Civil Engineering Laboratory (LNEC) specifications, referenced in the NA of NP EN 206-1 LNEC E 461:2004: Metodologia
31、 para prevenir reaces expansivas internas (Methodology for avoiding internal expansive reactions) LNEC E 464:2005: Metodologia prescritiva para uma vida til de 50 e 100 anos face s aces ambientais (Prescritive methodology for a 50 and 100 years design working life under the environmental exposures)
32、LNEC E 465:2005: Metodologia para estimar as propriedades de desempenho do beto que permitam satisfazer a vida til de projecto de estruturas de beto armado ou pr-esforado sob as exposies ambientais XC e XS (Methodology for estimating the concrete performance properties allowing to comply with the de
33、sign working life of the reinforced or prestressed concrete structures under the environmental exposures XC and XS) Slovakia STN EN 206-1: Zmena 1 Concrete Part 1: Specification, performance, production and conformity supplements EN 206-1 with the national provisions STN 731210: Water-proof concrete
34、 and concrete types of the specific characteristics (Resistance to abrasion, Concrete for the massive constructions Low hydrating warmth) Slovenia SIST 1026: Beton 1.del: Specifikacija, lastnosti, proizvodnja in skladnost Pravila za uporabo SIST EN 206-1 (SIST 1026: Concrete Part 1: Specification, p
35、erformance, production and conformity Rules for the implementation of SIST EN 206-1) Spain Spain has not adopted EN 206-1 Sweden SS 13 70 03: Betong Anvndning av EN 206-1 I Sverige (Concrete Application of EN 206-1 in Sweden) Vgledning fr val av exponeringsklass enligt SS-EN 206-1, Betongrapport nr
36、11, Svenska Betongfreningen (Guidance for selection of exposure class according to SS-EN 206-1, Concrete report No 11, Swedish Concrete Association) PD CEN/TR 15868:2009CEN/TR 15868:2009 (E) 8 Table 1.1 (continued) CEN Member CountriesaLocation of national requirements Switzerland SN EN 206-1:2000:
37、Beton Teil 1: Festlegung, Eigenschaften, Herstellung und Konformitt (mit Nationalem Vorwort und Nationalem Anhang) (SN-EN 206-1:2000: Concrete Part 1: Specification, performance, production and conformity (with National Preface and National Annex) SN EN 206-1:2000/A1:2004: Beton Teil 1: Festlegung,
38、Eigenschaften, Herstellung und Konformitt (SN EN 206-1:2000/A2:2005: Concrete Part 1: Specification, performance, production and conformity) Ergnzung zum Nationalen Anhang NB der Norm SN EN 206-1:2000: Teil 1: Verwendung von Zementen und Zusatzstoffen gemss dem Prinzip der gleichwertigen Betonleistu
39、ngsfhigkeit (in Arbeit) (Amendments to the National Annex of the SN EN 206-1: Part 1: Use of cements and mineral additions according to the equivalent performance concept of concrete properties (in preparation) Ergnzung zum Nationalen Anhang der Norm SN EN 206-1:2000: Teil 1: Anwendung des k-Wert Ko
40、nzeptes gemss dem Prinzip der gleichwertigen Betonleistungsfhigkeit (in Arbeit); der Anhang wird Nationaler Anhang NC genannt (Application of the k-value concept according to the principle of the equivalent concrete performance) United Kingdom BS 8500: Concrete Complementary British Standard to BS E
41、N 206-1 Part 1: Method of specifying and guidance for the specifier Part 2: Specification for constituent materials and concrete a None of the CEN affiliates chose to respond to this survey. 3 Exposure classes In Table 2.1 exposure classes that have been grouped together are given. A significant num
42、ber of CEN Member Countries have found the need to simplify the system. In its simplest form this reduces to interior, outside, severe and (chemically) aggressive. A significant number of CEN Member Countries have grouped classes (not always in the same way). For example, XC3 and XC4 are grouped tog
43、ether and often the XF1 is combined with XC4 and XF2 with XD3 or the concrete quality is the same. However, not all CEN Member Countries have to consider freeze-thaw action and so it may not be possible to group the carbonation-induced corrosion exposure classes (XC) and freeze-thaw exposure classes
44、 (XF) at a CEN level. The reasons for grouping them together vary and include: a) simplifying the system to meet local needs; b) one exposure class cannot exist without the other exposure class in the local environment; c) not easy for engineers to select one exposure from another; d) the resulting
45、concrete specification is the same. Some CEN Member Countries have not grouped the exposure classes, but have the same quality of concrete for several exposure classes. If they are following EC2, this may lead to different minimum covers to reinforcement, but the same concrete quality. PD CEN/TR 158
46、68:2009CEN/TR 15868:2009 (E) 9 As the examples in EN 206-1:2000, Table 1 are informative, Table 2.2 shows the extent to which the informative examples have been adopted in CEN Member Countries and gives the additional national examples of these exposure classes. There is a clear message in the respo
47、nses showing that the informative examples for the XC1 and XC2 exposures should clearly identify that the water is non-aggressive. The responses to Table 2.3 show that EN 206-1, Table 2 is applied to the majority of situations in CEN Member Countries including mobile groundwater. As such the limitat
48、ion in Table 2 to static groundwater should be reviewed. The principle of classification by deterioration process has been widely accepted. However, there seems to be a need to review the sub-divisions of the exposure classes as part of the review of durability to see if simplification is possible.
49、Any changes to exposure classes should be co-ordinated with changes to the design codes. The fib model code on service life design may lead to a better way of sub-dividing the exposure classes, but it is premature to take this path until the models have been thoroughly checked for robustness, reality, sensitivity, reliability and economy. NOTE 1 It may be appropriate to review EN 206-1, annexes E and J. NOTE 2 In future reviews of EN 206-1, it may be
