DIN EN 206-2017 Concrete - Specification performance production and conformity German version EN 206 2013+A1 2016《混凝土 规格 性能 生产及合格性 德文版本EN 206-2013+A1-2016》.pdf

《DIN EN 206-2017 Concrete - Specification performance production and conformity German version EN 206 2013+A1 2016《混凝土 规格 性能 生产及合格性 德文版本EN 206-2013+A1-2016》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 206-2017 Concrete - Specification performance production and conformity German version EN 206 2013+A1 2016《混凝土 规格 性能 生产及合格性 德文版本EN 206-2013+A1-2016》.pdf（104页珍藏版）》请在麦多课文档分享上搜索。

1、January 2017 English price group 31No 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).ICS 91.100.30!%_F“2605935www.din.deD

2、IN EN 206Concrete Specification, performance, production and conformity;English version EN 206:2013+A1:2016,English translation of DIN EN 206:2017-01Beton Festlegung, Eigenschaften, Herstellung und Konformitt;Englische Fassung EN 206:2013+A1:2016,Englische bersetzung von DIN EN 206:2017-01Bton Spcif

3、ication, performances, production et conformit;Version anglaise EN 206:2013+A1:2016,Traduction anglaise de DIN EN 206:2017-01SupersedesDIN EN 206:201407www.beuth.deDocument comprises 104 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered author

4、itative.01.17 DIN EN 206:2017-01 2 A comma is used as the decimal marker. National foreword This document (EN 206:2013+A1:2016) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was

5、 DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-07-02 AA Betontechnik, SpA zu CEN/TC 104. This standard includes Amendment A1 approved by CEN on 2016-07-27. The start and finish of text introduced or altered by amendment is indicated i

6、n the text by tags !“. Amendments This standard differs from DIN EN 206:2014-07 as follows: a) the Foreword has been amended; b) Clause 2 has been amended; c) Subclause 5.1.3 has been amended; d) Subclause 5.1.6 has been amended; e) Subclause 5.3.2 has been amended; f) Subclause 5.4.2 has been amend

7、ed; g) Subclause 8.2.1.3.2 has been amended; h) Subclause E.1 has been amended; i) Subclause E.2 has been amended; j) Subclause E.3 has been amended; k) Subclause E.4 has been amended; l) Annex F has been amended; m) Annex L has been amended; Previous editions DIN 1045: 1925-09, 1932-04, 1937-05, 19

8、43xxx, 1959-11, 1972-01, 1978-12, 1988-07 DIN 1084-1: 1972-02, 1978-12 DIN 1084-3: 1972-02, 1978-12 DIN 4219-1: 1979-12 DIN V ENV 206: 1990-10 DIN EN 206-1: 2001-07 DIN EN 206-1/A1: 2004-10 DIN EN 206-1/A2: 2005-09 DIN EN 2069: 2010-09 DIN EN 206: 2014-07 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE

9、 NORM EN 206:2013+A1 November 2016 ICS 91.100.30 Supersedes EN 206:2013English Version Concrete - Specification, performance, production and conformity Bton - Spcification, performances, production et conformit Beton - Festlegung, Eigenschaften, Herstellung und Konformitt This European Standard was

10、approved by CEN on 28 September 2013 and includes Amendment 1 approved by CEN on 27 July 2016. 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-da

11、te lists and bibliographical 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

12、 under the responsibility 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, For

13、mer Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT

14、 EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 206:2013+A1:2016 EEN 206:2013+A1:2016 (E) 2 Contents Pag

15、e European foreword . 6 Introduction 8 1 Scope 9 2 Normative references . 10 3 Terms, definitions, symbols and abbreviations 12 3.1 Terms and definitions 12 3.1.1 General . 12 3.1.2 Constituents . 15 3.1.3 Fresh concrete . 17 3.1.4 Hardened concrete 19 3.1.5 Conformity and production control 20 3.2

16、Symbols and abbreviations 21 4 Classification 23 4.1 Exposure classes related to environmental actions 23 4.2 Classes for properties of fresh concrete 26 4.2.1 Consistence classes 26 4.2.2 Classes for additional properties of SCC 28 4.3 Classes for properties of hardened concrete . 29 4.3.1 Compress

17、ive strength classes 29 4.3.2 Density classes for lightweight concrete . 31 5 Requirements for concrete and methods of verification . 32 5.1 Basic requirements for constituents . 32 5.1.1 General . 32 5.1.2 Cement . 32 5.1.3 Aggregates 32 5.1.4 Mixing water 33 5.1.5 Admixtures . 33 5.1.6 Additions (

18、including mineral fillers and pigments) 33 5.1.7 Fibres 33 5.2 Basic requirements for composition of concrete . 33 5.2.1 General . 33 5.2.2 Selection of cement 34 5.2.3 Selection of aggregates . 34 5.2.4 Use of mixing water . 35 5.2.5 Use of additions. 35 5.2.6 Use of admixtures 37 5.2.7 Use of fibr

19、es 38 5.2.8 Chloride content . 38 5.2.9 Concrete temperature 39 5.3 Requirements related to exposure classes . 39 5.3.1 General . 39 5.3.2 Limiting values for concrete composition . 39 5.3.3 Performance-related methods 40 5.4 Requirements for fresh concrete . 40 5.4.1 Consistence, viscosity, passing

20、 ability and resistance to segregation 40 DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 3 5.4.2 Cement content and water/cement ratio . 41 5.4.3 Air content . 41 5.4.4 Fibre content 41 5.5 Requirements for hardened concrete . 42 5.5.1 Strength 42 5.5.2 Density 42 5.5.3 Resistance to water penetration .

21、 43 5.5.4 Reaction to fire 43 6 Specification of concrete 43 6.1 General . 43 6.2 Specification for designed concrete . 44 6.2.1 General . 44 6.2.2 Basic requirements 44 6.2.3 Additional requirements . 45 6.3 Specification for prescribed concrete . 45 6.3.1 General . 45 6.3.2 Basic requirements 45 6

22、.3.3 Additional requirements . 46 6.4 Specification of standardized prescribed concrete 46 7 Delivery of fresh concrete . 46 7.1 Information from the user of the concrete to the producer 46 7.2 Information from the producer of the concrete to the user 47 7.3 Delivery ticket for ready-mixed concrete

23、48 7.4 Delivery information for site-mixed concrete . 49 7.5 Mix adjustments after the main mixing process and prior to discharge 49 8 Conformity control and conformity criteria . 49 8.1 General . 49 8.2 Conformity control for designed concrete 50 8.2.1 Conformity control for compressive strength 50

24、 8.2.2 Conformity control for tensile splitting strength 55 8.2.3 Conformity control for properties other than strength 55 8.3 Conformity control of prescribed concrete including standardized prescribed concrete 60 8.4 Actions in the case of non-conformity of the product . 60 9 Production control .

25、61 9.1 General . 61 9.2 Production control systems 61 9.3 Recorded data and other documents 62 9.4 Testing 64 9.5 Concrete composition and initial testing . 64 9.6 Personnel, equipment and installation 64 9.6.1 Personnel . 64 9.6.2 Equipment and installation 64 9.7 Batching of constituents . 65 9.8

26、Mixing of concrete 66 9.9 Production control procedures . 66 10 Evaluation of conformity . 70 10.1 General . 70 10.2 Assessment, surveillance and certification of production control . 71 11 Designation for designed concrete . 71 DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 4 Annex A (normative) Initia

27、l test 72 A.1 General . 72 A.2 Party responsible for initial tests . 72 A.3 Frequency of initial tests . 72 A.4 Test conditions 72 A.5 Criteria for adoption of initial tests . 73 Annex B (normative) Identity testing 74 B.1 General . 74 B.2 Sampling and testing plan . 74 B.3 Identity criteria for com

28、pressive strength . 74 B.3.1 Concrete under production control certification . 74 B.3.2 Concrete not under production control certification . 75 B.4 Identity criteria for consistence and air content 75 B.5 Identity criteria for fibre content and homogeneity of fresh concrete 75 Annex C (normative) P

29、rovisions for assessment, surveillance and certification of production control 76 C.1 General . 76 C.2 Tasks for the inspection body 76 C.2.1 Initial assessment of the production control . 76 C.2.2 Continuous surveillance of the production control . 77 C.3 Tasks for the certification body 78 C.3.1 C

30、ertification of production control 78 C.3.2 Measures in case of non-conformity . 78 Annex D (normative) Additional requirements for specification and conformity of concrete for special geotechnical works 80 D.1 General . 80 D.2 Constituents . 80 D.2.1 Cement . 80 D.2.2 Aggregates 81 D.3 Concrete . 8

31、1 D.3.1 General requirements for specification and acceptance of the mix design 81 D.3.2 Minimum fines content and minimum cement content . 82 D.3.3 Water/cement ratio 82 D.3.4 Fresh concrete . 83 Annex E (informative) Recommendation for the use of aggregates . 84 E.1 General . 84 E.2 Natural normal

32、-weight and heavy-weight aggregates and air-cooled blast furnace slag . 84 E.3 Recommendation for the use of coarse recycled aggregates . 85 E.4 Recommendation for the use of lightweight aggregates 86 Annex F (informative) Recommendation for limiting values of concrete composition 88 Annex G (inform

33、ative) Guidelines for self-compacting concrete requirements in the fresh state . 90 G.1 General . 90 G.2 Recommendations on classification of self-compacting concrete 91 G.2.1 Consistence . 91 G.2.2 Viscosity . 91 G.2.3 Passing ability . 91 G.2.4 Segregation resistance . 91 Annex H (informative) Rul

34、es of application for 8.2.1.3, Method C 92 DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 5 H.1 Introduction 92 H.2 Control based on the cusum system. 92 H.3 Control based on Shewhart charts with modified limits by variables 93 Annex J (informative) Deviation to accommodate a notified Spanish Regulation

35、 . 94 Annex K (informative) Concrete families 95 K.1 General . 95 K.2 Selection of the concrete family 95 K.3 Flow chart for the assessment of membership and conformity of a concrete family 96 Annex L (informative) Further information regarding specific paragraphs . 97 Annex M (informative) Guidance

36、 on provisions valid in the place of use . 99 Bibliography 101 DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 6 European foreword This document (EN 206:2013+A1:2016) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. This Europea

37、n Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by May 2017 and conflicting national standards shall be withdrawn at the latest by May 2017. Attention is drawn to the possibility that some of the elements of thi

38、s 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. Based on a CEN/BT Decision ( T 42/2013) EN 12620:2013 was withdrawn. Therefore, this document has been aligned with the specifications given in EN 12620:200

39、2+A1:2008. As soon as CEN/TC 154 publishes a new version of EN 12620, CEN/TC 104 intends to amend EN 206. This document includes Amendment 1 approved by CEN on 27 July 2016. This document supersedes !EN 206:2013“. The start and finish of text introduced or altered by amendment is indicated in the te

40、xt by tags !“. !In particular, the following main items had been subject to revision when preparing EN 206:2013:“ a) adding application rules for fibre concrete and concrete with recycled aggregates; b) revising k-value concept for fly ash and silica fume and adding new rules for ground granulated b

41、last furnace slag; c) introduction of principles for the performance concepts for the use of additions, e.g. equivalent concrete performance concept and equivalent performance of combinations concept; d) revising and adding new concepts for the conformity assessment; e) including EN 206-9 “Additiona

42、l rules for self-compacting concrete (SCC)”; f) including additional requirements for concrete for special geotechnical works (Annex D). NOTE Annex D was jointly prepared by CEN/TC 104 and CEN/TC 288. Figure 1 illustrates the relationships between EN 206 and standards for design and execution, stand

43、ards for constituents and test standards. DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 7 Figure 1 Relationships between EN 206 and standards for design and execution, standards for constituents and test standards According to the CEN-CENELEC Internal Regulations, the national standards organizations o

44、f the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Net

45、herlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 206:2017-01 EN 206:2013+A1:2016 (E) 8 Introduction This European Standard will be applied under different climatic and geographical conditions, different levels of prote

46、ction and under different, well established, regional traditions and experience. Classes for concrete properties have been introduced to cover these situations. Where such general solutions were not possible, the relevant clauses contain permission for the application of provisions valid in the plac

47、e of use of the concrete. This European Standard incorporates rules for the use of constituents that are covered by European Standards. Constituents not covered by European Standards may be used in accordance with provisions valid in the place of use of the concrete. If the concrete is in conformity

48、 with the limiting values, the concrete in the structure is deemed to satisfy the durability requirements for the intended use in the specific environmental condition, provided: the appropriate exposure classes were selected; the concrete has the minimum cover to reinforcement in accordance with the

49、 relevant design standard required for the specific environmental condition, e.g. EN 1992-1-1; the concrete is properly placed, compacted and cured, e.g. in accordance with EN 13670 or other relevant standards; the appropriate maintenance is applied during the working life. Performance based concepts as alternatives to the concept of limiting values are under development. Concrete conforming to this European Standard may be assumed to satisfy the basic requirements for materials