BS EN 13282-1-2013 Hydraulic road binders Rapid hardening hydraulic road binders Composition specifications and conformity criteria《液压道路粘结剂 快速硬化液压道路粘结剂 组成、规格和合格标准》.pdf

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13282-1:2013Hydraulic road bindersPart 1: Rapid hardening hydraulic roadbinders Composition, specifications andconformity criteriaCopyright European Committee for Standardi

2、zation Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13282-1:2013.It supersedes DD ENV 13282:2000 which is withdrawn.The

3、 UK participation in its preparation was entrusted to TechnicalCommittee B/516/14, Special hydraulic road binders.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. U

4、sers are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013 ISBN 978 0 580 67065 7 ICS 93.080.20 Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority

5、 of theStandards Policy and Strategy Committee on 31 March 2013. Amendments issued since publicationDate T e x t a f f e c t e dCopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS

6、 EN 13282-1:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13282-1 March 2013 ICS 93.080.20 Supersedes ENV 13282:2000English Version Hydraulic road binders - Part 1: Rapid hardening hydraulic road binders - Composition, specifications and conformity criteria Liants hydrauliques routiers -

7、Partie 1: Liants hydrauliques routiers durcissement rapide - Composition, spcifications et critres de conformit Hydraulische Tragschichtbinder - Teil 1: Schnell erhrtende hydraulische Tragschichtbinder - Zusammensetzung, Anforderungen und Konformittskriterien This European Standard was approved by C

8、EN 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 a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standar

9、ds 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 responsibility of a CEN member into its own language and noti

10、fied 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Ic

11、eland, 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 EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Cent

12、re: 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: ECopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or netwo

13、rking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 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 M

14、ain constituents . 6 5.2 Minor additional constituents 7 5.3 Calcium 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

15、 7.6 Dangerous substances 10 8 Standard designation . 10 9 Conformity 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

16、9.4 Conformity criteria for properties of constituents of rapid 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 Copyright European Committee for Standardization Provi

17、ded by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 13282-1:2013 (E) 3 Foreword This document (EN 13282-1:2013) has been prepared by Technical Committee CEN/TC 51 “Cement and building limes“, the secretariat of whic

18、h 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 withdrawn at the latest by September 2013. Attention is drawn to the p

19、ossibility 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 ENV 13282:2000. This document has been prepared under a mandate given to

20、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 European Standard. This European Standard, EN 13282, Hydraulic road binde

21、rs 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 criteria Part 3: Conformity evaluation According to the CEN/CENELEC Intern

22、al 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 Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ire

23、land, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 1) To be published. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleN

24、o reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 13282-1:2013 (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 stabili

25、sation and improvement) in Europe. These include cements conforming to EN 197-1, building limes 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

26、supplied ready for use. They are differentiated according to their strength development in rapid 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 evalua

27、tion procedure for hydraulic road binders according to this standard. Binders obtained through 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 spec

28、ific European Standards. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 13282-1:2013 (E) 5 1 Scope This European Standard defines and gives the specificatio

29、ns 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 mechanical, physical and chemical requirement

30、s 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 or in part, are normatively referenced i

31、n 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 1: Determination of strength EN 196-2, M

32、ethods 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 Part 7: Methods of taking and preparing samp

33、les 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, Hydraulic road binders Part 3: Conformity ev

34、aluation 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 testing by the manufacturer of rapid hardening

35、 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 mechanical, physical or chemical property outsid

36、e of which lies a specified percentage, the percentile Pk, of all the values of the population Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 13282-1:2013 (

37、E) 6 3.4 specified characteristic value characteristic value of a mechanical, physical or chemical property which in the case 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 chemi

38、cal 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 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

39、 road binder with a characteristic value outside the specified characteristic value 4 Hydraulic road binder 4.1 General A hydraulic 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 bind

40、er, supplied ready for use, having properties specifically suitable for treatment of materials for bases, sub-bases and capping 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 g

41、eneral designation will be used for a better understanding in this document. A hydraulic road binder consists of a powder made 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

42、production processes. NOTE 2 Continuous production refers to the process, the definition of the product, its composition and 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

43、 the requirements for strength at 7 days and 28 days, fineness, initial setting time, soundness, sulfate content and composition, 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 ma

44、ss. They shall be selected from the following list: a) constituents defined as main constituents in EN 197-1: 1) Portland cement 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

45、calcareous fly ash (W); Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 13282-1:2013EN 13282-1:2013 (E) 7 5) burnt shale (T); 6) limestone (L, LL); b) hydrated calcium lime

46、 (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 Minor additio

47、nal 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 cons

48、tituents 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 workability or water retention). They can be inert or have slightly hydraulic, la

49、tent hydraulic or pozzolanic properties. However, no requirements are set for them in this respect. Minor additional constituents shall be correctly prepared, i.e. selected, homogenised, dried and comminuted depending on their state of production or delivery. Minor additional constituents shall not impair the p