1、April 2014 Normenausschuss Bauwesen (NABau) im DINPreisgruppe 16DIN Deutsches Institut fr Normung e. V. Jede Art der Vervielfltigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut fr Normung e. V., Berlin, gestattet.ICS 91.100.30Zur Erstellung einer DIN SPEC knnen verschiedene Ve
2、rfahrensweisen herangezogen werden: Das vorliegende Dokument wurde nach den Verfahrensregeln eines Fachberichts erstellt.!%,r“2097959www.din.deDDIN CEN/TR 16563Verfahrensgrundstze zum Nachweis gleichwertiger Dauerhaftigkeit;Englische Fassung CEN/TR 16563:2013Principles of the equivalent durability p
3、rocedure;English version CEN/TR 16563:2013Principes de la procdure de durabilit quivalente;Version anglaise CEN/TR 16563:2013Alleinverkauf der Spezifikationen durch Beuth Verlag GmbH, 10772 Berlin www.beuth.deGesamtumfang 39 SeitenDIN SPEC 18097DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 2 Nationales
4、Vorwort Dieses Dokument (CEN/TR 16563:2013) wurde vom Technischen Komitee CEN/TC 104 Beton und zuge-hrige Produkte“ erarbeitet, dessen Sekretariat von DIN (Deutschland) gehalten wird. Der fr die deutsche Mitarbeit zustndige Arbeitsausschuss ist der als Spiegelausschuss eingesetzte Arbeitsausschuss N
5、A 005-07-02 AA Betontechnik“ des DIN-Normenausschusses Bauwesen (NABau). Dieses Dokument enthlt unter Bercksichtigung des DIN-Prsidialbeschlusses 1/2004 und der Entscheidung der zustndigen Gremien im Normenausschuss Bauwesen (NABau) die Englische Fassung des Fachberichts CEN/TR 16563:2013. Es wird a
6、uf die Mglichkeit hingewiesen, dass einige Texte dieses Dokuments Patentrechte berhren knnen. Das DIN und/oder die DKE sind nicht dafr verantwortlich, einige oder alle diesbezglichen Patentrechte zu identifizieren. TECHNICAL REPORT RAPPORT TECHNIQUE TECHNISCHER BERICHT CEN/TR 16563 August 2013 ICS 9
7、1.100.30 English Version Principles of the equivalent durability procedure Principes de la procdure de durabilit quivalente Verfahrensgrundstze zum Nachweis gleichwertiger Dauerhaftigkeit This Technical Report was approved by CEN on 22 June 2013. It has been drawn up by the Technical Committee CEN/T
8、C 104. CEN members are the national standards bodies of 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, Netherlands, Norway,
9、 Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any
10、form and by any means reserved worldwide for CEN national Members. Ref. No. CEN/TR 16563:2013: ECEN/TR 16563:2013 (E) 2 Contents Page Foreword 3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6 4 Principle 7 5 Selection of test methods .8 6 Determination of the reference
11、 value 9 7 Determination of equivalent durability-related test performance 11 8 Production control 13 9 Evaluation and declaration of equivalent durability-related test performance 14 10 Interface with users 14 Annex A (informative) Finland Testing of freeze-thaw resistance of a candidate concrete .
12、 16 Annex B (informative) Germany 19 Annex C (informative) Italy 28 Annex D (informative) The Netherlands . 29 Annex E (informative) Norway 31 Annex F (normative) The system used in Portugal and defined in their national annex to EN 206-1 32 Annex G (informative) Spain . 34 Annex H (informative) Uni
13、ted Kingdom 36 Bibliography . 37 DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 CEN/TR 16563:2013 (E) 3 Foreword This document (CEN/TR 16563:2013) 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 possib
14、ility 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. DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 CEN/TR 16563:2013 (E) 4 Introduction (1) The Equivalent Durability Procedure
15、 (EDP) is a scheme that builds on the traditional method of ensuring durable concrete by specifying established limiting values in terms of maximum w/c ratio, minimum cement content etc. Essentially, a reference value is determined and a candidate concrete can be confirmed as being of equivalent per
16、formance where testing and other appropriate assessments are made to demonstrate equivalent performance with this reference value or reference concrete. The reference value is determined based on concretes that satisfy fully the limiting value specification valid in the place of use and are represen
17、tative of concretes that are successfully used in the local environment as providing a satisfactory service-life. To be considered a viable alternative, the proposed candidate concrete need to have a test performance that equals, or is better than, the reference value when tested by the same method
18、and at the same age as used to establish the reference performance. Such a comparison leads to equivalent performance in the test at the age of testing. As the rate of improvement in resistance is not constant between concretes, the reference value will be appropriate for the constituents used in th
19、e candidate concrete. (2) No relatively short-term laboratory test will give a precise quantitative indication of real performance of in-situ concrete. One reason for this is that concrete will continue to gain strength and resistance to the permeation of aggressive species in most natural environme
20、nts, e.g. concrete will increase its resistance to the permeation of chloride ions with time, albeit at an ever decreasing rate. Such changes in performance over time, collectively called ageing effects, need to be taken into account when determining if the candidate concrete will provides an equiva
21、lent durability over the service-life. NOTE With respect to durability, the changes can be positive or negative. For example, reaction with seawater may result in a surface layer that increasingly inhibits the penetration of chloride ions and hence improve durability. On the other hand, carbonation
22、of concrete may release chlorides ions that were previously bound into the hydrate structure and, as these are then free to migrate towards any reinforcement, the durability may be reduced. (3) Some CEN members have established national EDP type procedures which provide results that are likely to be
23、 reasonably indicative of in-situ performance or procedures whereby equivalent durability may be safely assumed for defined sets of materials. See Annex A to Annex H for some examples. (4) This Technical Report provides guidance to National Standards Bodies who want to establish an EDP in their nati
24、onal provisions to EN 206. DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 CEN/TR 16563:2013 (E) 5 1 Scope This Technical Report sets out the principles of the equivalent durability procedure. It provides guidance on the selection of the reference value, production control, evaluation of conformity and th
25、e exchange of information between the parties. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition
26、of the referenced document (including any amendments) applies. EN 196-1, Methods of testing cement Part 1: Determination of strength EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements EN 206-1, Concrete Part 1: Specification, performance, production and c
27、onformity EN 450-1, Fly ash for concrete Part 1: Definition, specifications and conformity criteria EN 480-11, Admixtures for concrete, mortar and grout Test methods Part 11: Determination of air void characteristics in hardened concrete EN 933-9, Tests for the geometrical properties of aggregates P
28、art 9: Assessment of fines Methylene blue test EN 1992-1-1, Eurocode 2 Design of concrete structures Part 1-1: General rules, and rules for buildings EN 12350-1, Testing fresh concrete Part 1: Sampling EN 12390-2, Testing hardened concrete Part 2: Making and curing specimens for strength tests EN 12
29、390-3, Testing hardened concrete Part 3: Compressive strength of test specimens EN 12390-8, Testing hardened concrete Part 8: Depth of penetration of water under pressure CEN/TS 12390-9, Testing hardened concrete Part 9: Freeze-thaw resistance Scaling CEN/TS 12390-10, Testing hardened concrete Part
30、10: Determination of the relative carbonation resistance of concrete CEN/TS 12390-11, Testing hardened concrete Part 11: Determination of the chloride resistance of concrete, unidirectional diffusion EN 12620, Aggregates for concrete EN 13263-1, Silica fume for concrete Part 1: Definitions, requirem
31、ents and conformity criteria EN 13295, Products and systems for the protection and repair of concrete structures Test methods Determination of resistance to carbonation EN 13369, Common rules for precast concrete products EN 13396, Products and systems for the protection and repair of concrete struc
32、tures Test methods Measurement of chloride ion ingress EN 13670, Execution of concrete structures DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 CEN/TR 16563:2013 (E) 6 EN 14216, Cement Composition, specifications and conformity criteria for very low heat special cements EN 15167-1, Ground granulated bla
33、st furnace slag for use in concrete, mortar and grout Part 1: Definitions, specifications and conformity criteria CEN/TR 15177, Testing the freeze-thaw resistance of concrete Internal structural damage ISO 5725-6, Accuracy (trueness and precision) of measurement methods and results Part 6: Use in pr
34、actice of accuracy values ISO 16204, Durability Service life design of concrete structures BS 7979, Specification for limestone fines for use with Portland cement BS 8500-1, Concrete Complementary British Standard to BS EN 206-1 Part 1: Method of specifying and guidance for the specifier BS 8500-2,
35、Concrete Complementary British Standard to BS EN 206-1 Part 2: Specification for constituent materials and concrete DIN 1045-2, Concrete, reinforced and prestressed concrete structures Part 2: Concrete Specification, properties, production and conformity Application rules for DIN EN 206-1 LNEC E 391
36、, Concrete. Determination of carbonation resistance (In Portuguese) LNEC E 392, Concrete. Determination of the permeability to oxygen (In Portuguese) LNEC E 393, Concrete. Determination of the absorption of water through capillarity (In Portuguese) LNEC E 463, Concrete. Determination of diffusion co
37、efficient of chlorides from non-steady state migration test (In Portuguese) NEN 8005, NEN, Nederlandse invulling van NEN-EN 206-1: Beton Deel 1: Specificatie, eigenschappen, vervaardiging en conformiteit (Dutch supplement to NEN-EN 206-1) NT BUILD 492, Concrete, mortar and cement-based repair materi
38、als: chloride migration coefficient from non-steady-state migration experiments 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 ageing effects changes in a concrete resistance to aggressive species as the result of the progression of the hydr
39、ation together with the time evolution of cement phase microstructure, its interaction with the penetration species and, in certain cases, of concrete surface changes due to its direct interaction with the external environment Note 1 to entry: Example for interaction with the penetration species is:
40、 chloride binding. Note 2 to entry: Example for direct interaction with external environment is: a skin effect when concrete is exposed to seawater. 3.2 candidate concrete concrete comprising a closely defined set of constituents under investigation to determine the mix proportions that are likely t
41、o provide a durability performance equal to or greater than a reference value or reference concrete for the selected exposure class DIN CEN/TR 16563 (DIN SPEC 18097):2014-04 CEN/TR 16563:2013 (E) 7 3.3 equivalent durability related test performance procedure based on testing, by which a candidate co
42、ncrete is shown to have equal or better performance than a reference value - when checked for the performance criteria linked to a selected exposure class Note 1 to entry: The process includes the definition of the performance value, testing the candidate concrete with a performance test at a specif
43、ied age, and comparing it with the appropriate reference value of performance or the performance of the reference concrete at the same age. 3.4 reference concrete concrete where all the constituents and mix proportions are prescribed, conforming to the EN 206 provisions valid in the place of use and
44、 representative of the national/local experience in the defined exposure class. 3.5 reference value value that the candidate concrete has to achieve or be better than and which is determined from either: a) a previously established value where this has been established from any combination of testin
45、g or service-life modelling; b) tests on the reference concrete; c) a value selected from the range of values resulting from testing concretes that conform to the provisions valid in the place of use and is representative of the national/local experience in the defined exposure class 4 Principle (1)
46、 The equivalent durability procedure (EDP) is a scheme for establishing conformity to EN 206 of concrete compositions that deviate from the limiting value criteria valid in the place of use. Durability testing to meet defined criteria is undertaken and this leads to a limiting value specification th
47、at is valid only for the constituents used in the candidate concrete. This procedure only applies to concrete compositions that comprise constituents (natural, manufactured or recycled) covered by European technical specifications referred to in EN 206 or provisions valid in the place of use. (2) Th
48、e procedure is applicable to any exposure class, but in practice it is limited to exposure classes where there are agreed standardized test methods (see 5.2). The application of the EDP is not appropriate for the X0 exposure class, as there are no environmental conditions that are aggressive to conc
49、rete or reinforcement. (3) The EDP is to determine the equivalence of a candidate concrete used with the same minimum cover in the same exposure classes and intended working life as those appropriate for the reference value. (4) The EDP includes at least three parts: Part 1: The setting of a reference value or the prescription of a reference concrete from which a reference value can be determined; Part 2: Initial testing and assessment of the candidate concrete to establish
