DIN EN 13282-1-2013 Hydraulic road binders - Part 1 Rapid hardening hydraulic road binders - Composition specifications and conformity criteria German version EN 13282-1 2012《液压道路粘.pdf

1、June 2013 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).ICS 9

2、3.080.20!%3c“2021664www.din.deDDIN EN 13282-1Hydraulic road binders Part 1: Rapid hardening hydraulic road binders Composition, specifications and conformity criteria;English version EN 13282-1:2012,English translation of DIN EN 13282-1:2013-06Hydraulische Tragschichtbinder Teil 1: Schnell erhrtende

3、 hydraulische Tragschichtbinder Zusammensetzung, Anforderungen und Konformittskriterien;Englische Fassung EN 13282-1:2012,Englische bersetzung von DIN EN 13282-1:2013-06Liants hydrauliques routiers Partie 1: Liants hydrauliques routiers durcissement rapide Composition, spcifications et critres de co

4、nformit;Version anglaise EN 13282-1:2012,Traduction anglaise de DIN EN 13282-1:2013-06Together with DIN EN13282-3:2013-06,supersedesDIN 18506:2002-02 andDIN V ENV 13282:2002-07See start of applicationwww.beuth.deDocument comprises 23 pagesIn case of doubt, the German-language original shall be consi

5、dered authoritative.06.13DIN EN 13282-1:2013-06 2 A comma is used as the decimal marker. Start of application It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Official Journal of the European Union and/or

6、the Bundesanzeiger (German Federal Gazette) and from the date given therein. For further information, users of this standard should refer to the websites of the European Commission or of the relevant building authority. The standards which this document replaces, DIN 18506:2002-02 and DIN V ENV 1328

7、2:2002-07, may be used in parallel with this standard during a specified transition period where such has been laid down in the Official Journal of the European Union and/or the Bundesanzeiger (German Federal Gazette). National foreword This document (EN 13282-1:2012) has been prepared by Technical

8、Committee CEN/TC 51 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 005-07-18 AA Tragschichtbinder. Amendments This standard dif

9、fers from DIN 18506:2002-02 and DIN V ENV 13282:2002-07 as follows: a) the content of both standards has been divided up into Part 1 and Part 3; b) the prestandard status has been changed to that of a full standard; c) Part 1 contains specifications for rapid hardening hydraulic road binders; streng

10、th class designations have been modified, requirements for the strength at 7 days have been specified for all strength classes (12,5, 22,5 and 32,5) and strength classes without these requirements and strength class 5 have been deleted; d) specifications regarding delivery and marking (see DIN 18506

11、:2002-02) have been deleted. Previous editions DIN 18506: 1983-07, 1986-01, 1991-06, 2002-02 DIN 18506/A1: 1998-05 DIN V ENV 13282: 2002-07 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13282-1 March 2013 ICS 93.080.20 Supersedes ENV 13282:2000English Version Hydraulic road binders - Part 1:

12、Rapid hardening hydraulic road binders - Composition, specifications and conformity criteria Liants hydrauliques routiers - Partie 1: Liants hydrauliques routiers durcissement rapide - Composition, spcifications et critres de conformit Hydraulische Tragschichtbinder - Teil 1: Schnell erhrtende hydra

13、ulische Tragschichtbinder - Zusammensetzung, Anforderungen und Konformittskriterien This European Standard was approved by CEN on 20 October 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of

14、a national standard without any alteration. Up-to-date 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).

15、 A version in any other language made by translation 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, Cy

16、prus, Czech Republic, Denmark, Estonia, Finland, Former 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 K

17、ingdom. 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 form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13282-1:2013: EE

18、N 13282-1:2013 (E) 2 Contents Page Foreword . 3 Introduction 4 1 Scope 5 2 Normative references . 5 3 Terms and definitions 5 4 Hydraulic road binder 6 4.1 General . 6 4.2 Rapid hardening hydraulic road binder 6 5 Constituents . 6 5.1 Main constituents . 6 5.2 Minor additional constituents 7 5.3 Cal

19、cium sulfate (Cs) . 7 5.4 Additives . 7 6 Classification 7 7 Requirements . 8 7.1 Mechanical requirements. 8 7.2 Physical requirements . 8 7.3 Chemical requirement - Sulfate content 9 7.4 Composition . 9 7.5 Durability requirements . 10 7.6 Dangerous substances 10 8 Standard designation . 10 9 Confo

20、rmity criteria . 11 9.1 General requirements 11 9.2 Conformity criteria for mechanical, physical and chemical properties and evaluation procedure . 12 9.3 Conformity criteria for composition of rapid hardening hydraulic road binders 16 9.4 Conformity criteria for properties of constituents of rapid

21、hardening hydraulic road binders 16 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 17 Bibliography 21 DIN EN 13282-1:2013-06 EN 13282-1:2013 (E) 3 Foreword This document (EN 13282-1:2013) has been prepared by Technical C

22、ommittee CEN/TC 51 “Cement 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 September 2013, and conflicting national standards shall be

23、 withdrawn at the latest by September 2013. 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. This document and EN 13282-21)supersede EN

24、V 13282:2000. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU directive(s), see informative Annex ZA, which is an integral part of this Eu

25、ropean Standard. This European Standard, EN 13282, Hydraulic road binders consists of the following parts: Part 1: Rapid hardening hydraulic road binders Composition, specifications and conformity criteria Part 2: Normal hardening hydraulic road binders Composition, specifications and conformity cri

26、teria Part 3: Conformity evaluation According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugosla

27、v 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 the United Kingdom. 1) To be published. DIN EN 13282-1:2013-06 EN 13282

28、-1:2013 (E) 4 Introduction Depending on the local experience and availability of products and materials, different binders are used for road bases and sub-bases, capping layers, soil treatment (soil stabilisation and improvement) in Europe. These include cements conforming to EN 197-1, building lime

29、s conforming to EN 459-1 and hydraulic road binders presently defined in existing national standards or national technical approvals. Hydraulic road binders are finished products, produced in a factory and supplied ready for use. They are differentiated according to their strength development in rap

30、id hardening hydraulic road binders, specified in this part of this European Standard and normal hardening hydraulic road binders, specified in prEN 13282-2. Part 3 of EN 13282 defines the conformity evaluation procedure for hydraulic road binders according to this standard. Binders obtained through

31、 mixing of their constituents on site are not covered by this European Standard. Cements, masonry cements and building limes are also outside the scope of this European Standard, as they are defined in specific European Standards. DIN EN 13282-1:2013-06 EN 13282-1:2013 (E) 5 1 Scope This European St

32、andard defines and gives the specifications for rapid hardening hydraulic road binders, produced in a factory and supplied ready for treatment of materials for bases, sub-bases and capping layers as well as earthworks, in road, railway, airport and other types of infrastructure. It includes the mech

33、anical, physical and chemical requirements and the classification of these binders based on their compressive strength at 7 days and 28 days. It also includes the conformity criteria and evaluation procedures to be applied by the manufacturer. 2 Normative references The following documents, in whole

34、 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 of the referenced document (including any amendments) applies. EN 196-1, Methods of testing cement Part

35、 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 196-6, Methods of testing cement Part 6: Determination of fineness EN 196-7, Methods of testing cement Par

36、t 7: Methods of taking and preparing samples of cement EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements EN 459-1, Building lime Part 1: Definitions, specifications and conformity criteria EN 459-2, Building lime Part 2: Test methods EN 13282-3:2013, Hyd

37、raulic road binders Part 3: Conformity evaluation ISO 10694, Soil quality Determination of organic and total carbon after dry combustion (elementary analysis) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 autocontrol testing continual testi

38、ng by the manufacturer of rapid hardening hydraulic road binder spot samples taken at the point(s) of release from the factory/depot 3.2 control period period of production and dispatch identified for the evaluation of the autocontrol test results 3.3 characteristic value value of a required mechani

39、cal, physical or chemical property outside of which lies a specified percentage, the percentile Pk, of all the values of the population DIN EN 13282-1:2013-06 EN 13282-1:2013 (E) 6 3.4 specified characteristic value characteristic value of a mechanical, physical or chemical property which in the cas

40、e of an upper limit is not to be exceeded or in the case of a lower limit is, as a minimum, to be reached 3.5 single result limit value value of a mechanical, physical or chemical property which for any single test result in the case of an upper limit is not to be exceeded or in the case of a lower

41、limit is, as a minimum, to be reached 3.6 allowable probability of acceptance CR for a given sampling plan, the allowed probability of acceptance of a rapid hardening hydraulic road binder with a characteristic value outside the specified characteristic value 4 Hydraulic road binder 4.1 General A hy

42、draulic binder, when mixed with water, hardens both in the air and under water and remains solid, even under water. A hydraulic road binder is a factory produced hydraulic binder, supplied ready for use, having properties specifically suitable for treatment of materials for bases, sub-bases and capp

43、ing layers as well as earthworks, in road, railway, airport and other types of infrastructures. NOTE 1 Hydraulic road binders are not only used for road construction but this general designation will be used for a better understanding in this document. A hydraulic road binder consists of a powder ma

44、de from a blend of different constituents and statistically homogeneous in composition. A high degree of uniformity in all properties shall be obtained through continuous mass production processes. NOTE 2 Continuous production refers to the process, the definition of the product, its composition and

45、 properties but does not imply a 24 h production. 4.2 Rapid hardening hydraulic road binder A rapid hardening hydraulic road binder is a hydraulic road binder which conforms to the requirements for strength at 7 days and 28 days, fineness, initial setting time, soundness, sulfate content and composi

46、tion, as given in Clause 7. 5 Constituents 5.1 Main constituents The main constituents of a rapid hardening hydraulic road binder are those in a proportion exceeding 10 % by mass. They shall be selected from the following list: a) constituents defined as main constituents in EN 197-1: 1) Portland ce

47、ment clinker (K); 2) granulated blastfurnace slag (S); 3) pozzolanic materials: natural pozzolana (P) and natural calcined pozzolana (Q); 4) fly ash: siliceous fly ash (V) and calcareous fly ash (W); DIN EN 13282-1:2013-06 EN 13282-1:2013 (E) 7 5) burnt shale (T); 6) limestone (L, LL); b) hydrated c

48、alcium lime (CL-S) and natural hydraulic lime (NHL) which conform to EN 459-1. The loss on ignition of fly ash, determined in accordance with EN 196-2, but using an ignition time of 1 h, or the content of unburnt carbon, determined in accordance with ISO 10694, shall not exceed 9,0 % by mass. 5.2 Mi

49、nor additional constituents Minor additional constituents may be added in a proportion not exceeding 10 % by mass in total. Minor additional constituents are specially selected, inorganic natural mineral materials, inorganic mineral materials derived from the clinker or calcium lime production process, or constituents as specified in 5.1 unless they are included as main constituents which, after appropriate preparation and on account of their particle size distribution, improve the physical properties of the binder (such as