BS EN 14188-3-2006 Joint fillers and sealants - Specification for preformed joint seals《接缝填充物和密封胶 预成型的接缝密封件规范》.pdf

《BS EN 14188-3-2006 Joint fillers and sealants - Specification for preformed joint seals《接缝填充物和密封胶 预成型的接缝密封件规范》.pdf》由会员分享，可在线阅读，更多相关《BS EN 14188-3-2006 Joint fillers and sealants - Specification for preformed joint seals《接缝填充物和密封胶 预成型的接缝密封件规范》.pdf（22页珍藏版）》请在麦多课文档分享上搜索。

1、 g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58joint seals The European Standard EN 14188-3:2006 has the status of a British StandardICS 91.100.50

2、Joint fillers and sealants Part 3: Specifications for preformed BRITISH STANDARDBS EN 14188-3:2006BS EN 14188-3:2006This British Standard was published under the authority of the Standards Policy and Strategy Committee on 17 February 2006 BSI 17 February 2006ISBN 0 580 47693 6Cross-referencesThe Bri

3、tish Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards On

4、line.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations.Summary of pagesThis document comprises a front cover, an insi

5、de front cover, the EN title page, pages 2 to 19 and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date CommentsA list of organizations represented on this subcommittee can be obtained on reque

6、st to its secretary. present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international and European developments and promulgate them in the UK.National forewordThis British Standard

7、is the official English language version of EN 14188-3:2006.The UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/3, Materials for concrete roads, which has the responsibility to: aid enquirers to understand the text;EUROPEAN STANDA

8、RDNORME EUROPENNEEUROPISCHE NORMEN 14188-3January 2006ICS 91.100.50English VersionJoint fillers and sealants - Part 3: Specifications for preformedjoint sealsProduits de scellement de joints - Partie 3 : Spcificationspour les joints dtanchit moulsFugeneinlagen und Fugenmassen - Teil 3: Anforderungen

9、an elastomere FugenprofileThis European Standard was approved by CEN on 12 October 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists

10、 and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibi

11、lity of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Ital

12、y, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Br

13、ussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14188-3:2006: EEN 14188-3:2006 (E) 2 Contents Page Foreword 4 1 Scope .5 2 Normative references .5 3 Terms and definitions.5 4 Classification.6 5 Requirements 6 5.1 General

14、6 5.2 Dimensional tolerances6 5.3 Imperfections and defects6 5.4 Hardness7 5.4.1 Hardness7 5.4.2 Hardness tolerance.7 5.5 Tensile strength and elongation at break7 5.6 Compression set in air .7 5.6.1 General 7 5.6.2 Compression set at 70 C.7 5.6.3 Compression set at low temperature (25 C) 7 5.7 Acce

15、lerated ageing in air7 5.8 Stress relaxation in compression7 5.9 Recovery at low and high temperatures (25 C, +70 C) 7 5.10 Ozone resistance 7 5.11 Protection against over-extension.8 5.12 Function testing for cold climate areas.8 5.13 Dangerous substances.8 6 Evaluation of conformity 9 6.1 General

16、9 6.2 Type testing.10 6.2.1 Initial Type Testing10 6.2.2 Further type testing 10 6.3 Factory Production Control (FPC) .10 6.3.1 General 10 6.3.2 Frequency of testing.10 6.3.3 Equipment .10 6.3.4 Raw materials and components 11 6.3.5 Design process .11 6.3.6 Non-conforming products11 7 Marking, label

17、ling and packaging11 Annex A (normative) Initial Type Testing and frequencies of testing for Factory Production Control .12 Annex B (informative) Example of a product data sheet .13 B.1 General information13 Annex C (informative) Installation.14 Annex ZA (informative) Clauses of this European Standa

18、rd addressing essential requirements or other provisions of EU Directives15 ZA.1 Scope and relevant characteristics .15 ZA.2 Procedure(s) for attestation of conformity16 ZA.3 CE marking and labelling .17 EN 14188-3:2006 (E) 3 Bibliography.19 EN 14188-3:2006 (E) 4 Foreword This European Standard (EN

19、14188-3:2006) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. 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 July 2006, and conflict

20、ing national standards shall be withdrawn at the latest by September 2007. This European Standard 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 Direct

21、ive(s), see informative Annex ZA, which is an integral part of this European Standard. This European Standard is one of a series of standards as listed below: EN 14188-1, Joint fillers and sealants Part 1: Specifications for hot applied sealants. EN 14188-2, Joint fillers and sealants Part 2: Specif

22、ications for cold applied joint sealants. EN 14188-3, Joint fillers and sealants Part 3: Specifications for preformed joint seals. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria

23、, Belgium, Cyprus, Czech Republic, Denmark, 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. EN 14188-3:2006 (E) 5 1 Sc

24、ope This European Standard specifies requirements for preformed joint seals made of vulcanised rubber for concrete pavements. General requirements for finished joint seals are also given. This European Standard is applicable to joint seals for joints in new concrete pavements and maintenance work in

25、 concrete highways. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applie

26、s. EN 14840, Joint fillers and sealants Test methods for preformed joint seals EN ISO 9001, Quality management systems Requirements (ISO 9001:2000) ISO 48, Rubber, vulcanised or thermoplastic Determination of hardness (hardness between 10 IRHD and 100 IRHD) ISO 3302-1, Rubber Tolerances for products

27、 Part 1: Dimensional tolerances 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 joint vertical discontinuity between the adjacent faces of slabs in the concrete layer of a pavement, formed for the purpose of providing some movement c

28、apability 3.2 joint chamber cut into the upper part of the joint to offer a seating for the preformed joint seals. The width of the chamber depends on the movement capability of the preformed joint seals. The bottom of the chamber supports the preformed joint seals to withstand vertical forces by tr

29、affic 3.3 preformed joint seals extruded (preformed) and vulcanised elastic rubber profile that, when inserted by special machines into the joint chamber, seals the joint by compression reaction to appropriate surfaces within the joint chamber to fill the joint and to prevent ingress of water NOTE T

30、he behaviour of a preformed joint seals is mainly influenced by the elastomer. In this application mainly the following elastomers are used: EPDM rubber: Ethylen-Propylen-Dien-Monomer rubber, CR rubber: Chloroprene Rubber. EN 14188-3:2006 (E) 6 3.4 rubber hardness degree reaction forces of compresse

31、d preformed joint seals depend on geometry and rubber hardness of preformed joint seals. Hardness is measured in IRHD. IRHD is the international rubber hardness degree in accordance with ISO 48 NOTE The higher the hardness degree, the higher is the reaction force. The softer the hardness degree is,

32、the better is the ability for the lips of the rubber profile to lean tight to surface roughness of the cut joint chamber. 3.5 manufacturers limiting value MLV manufacturers stated minimum or maximum value to be met during testing according to the requirements of this European Standard 3.6 manufactur

33、ers declared value MDV value declared by the manufacturer accompanied by a declared tolerance 3.7 cold climate area area in which the temperature can go below 25 C and the opening of the joint can exceed 35 % 4 Classification Table 1 specifies five hardness classes of materials for preformed joint s

34、eals. Table 1 Hardness classification Hardness class 40 50 60 70 80 Range of hardness IRHD 36 to 45 46 to 55 56 to 65 66 to 75 76 to 85 5 Requirements 5.1 General The materials shall not contain any ingredients that can have a detrimental effect on the concrete pavement. NOTE An incorporated fibre r

35、einforcement in the preformed joint seal as additional protection against over-extension is recommended. 5.2 Dimensional tolerances The dimensions shall be determined in accordance with ISO 3302-1 and the result shall conform to classes E1 or E2 defined in ISO 3302-1. 5.3 Imperfections and defects T

36、he imperfections and defects shall be determined by visual inspection. The surface of preformed seals shall be free of surface defects or irregularities, which can affect their function. EN 14188-3:2006 (E) 7 5.4 Hardness 5.4.1 Hardness The hardness shall be determined in accordance with ISO 48 (met

37、hod micro-test). The result shall conform to the relevant value given in Table 2, line 1.1. 5.4.2 Hardness tolerance The hardness shall be determined in accordance with ISO 48 (method micro-test). Over a 5 m length of the preformed joint seal, 5 measurements randomly taken, the difference between th

38、e minimum and maximum hardness shall not be more than 5 IRHD. Each value shall be within the specified range for the relevant hardness class. 5.5 Tensile strength and elongation at break The tensile strength and elongation at break shall be determined in accordance with EN 14840. The tensile strengt

39、h and the elongation at break shall conform to the relevant values given in Table 2, line 2 and line 3. 5.6 Compression set in air 5.6.1 General The test piece is taken from a preformed seal, then the measurement shall be carried out in the direction of compression of the seal in service. 5.6.2 Comp

40、ression set at 70 C The compression set at 70 C shall be determined in accordance with EN 14840. The compression set at 70 C shall conform to the relevant values given in Table 2, line 4. 5.6.3 Compression set at low temperature (25 C) The compression set at low temperature (25 C) shall be determine

41、d in accordance with EN 14840. The compression set at low temperature (25 C) shall conform to the relevant values given in Table 2, line 4. 5.7 Accelerated ageing in air The accelerated ageing in air shall be determined in accordance with EN 14840. The changes in hardness, tensile strength and elong

42、ation at break shall conform to the relevant values given in Table 2, line 5. 5.8 Stress relaxation in compression The stress relaxation in compression shall be determined in accordance with EN 14840. The stress relaxation after 100 days at 50 C shall conform to the relevant values given in Table 2,

43、 line 6. 5.9 Recovery at low and high temperatures (25 C, +70 C) The recovery at low and high temperatures shall be determined in accordance with EN 14840. The recovery at low and high temperatures shall conform to the relevant values given in Table 2, line 7. 5.10 Ozone resistance The ozone resista

44、nce shall be determined in accordance with EN 14840. The ozone resistance shall conform to the relevant values given in Table 2, line 8. This test is not required for EPDM-preformed joint seals. EN 14188-3:2006 (E) 8 5.11 Protection against over-extension The protection against over-extension shall

45、be determined in accordance with EN 14840. The elongation at first effect of the fibre shall conform to the relevant values given in Table 2, line 9. The elongation at 300 N tensile force shall conform to the relevant values given in Table 2, line 9. The tensile force at first break of fibre shall c

46、onform to the relevant values given in Table 2, line 9. 5.12 Function testing for cold climate areas When the seal is intended to be used in cold climate areas, the minimum compression force during function testing for cold climate area shall be determined in accordance with EN 14840. The compressio

47、n force shall conform to the relevant values given in Table 2, line 10. NOTE As the width of joints is changing with temperature, the profile should be flexible enough to compensate for dimensional changes within a broad temperature range, sometimes down to 30 C. In this context, particular attentio

48、n should be paid to the cyclic mechanical stresses and to the compression set of the material. 5.13 Dangerous substances The manufacturer shall ensure that there are no emissions of any substances hazardous to health or the environment in excess of the legally permitted level in the member state of

49、destination. EN 14188-3:2006 (E) 9 Table 2 Requirements for preformed joint seals (test methods are compiled in EN 14840) Requirements for hardness classes No Property Unit Clause40 50 60 70 80 1.1 Hardness IRHD 5.4.1 36 to 45 46 to 55 56 to 65 66 to 75 76 to 85 1.2 Hardness tolerance IRHD 5.4.2 5 2 Tensile strength MPa 5.5 9 3 Elongation at break % 5.5 400 375 300 200 125 4 Compression set 5.6 at +70 C % 5.6.2 20 at 25 5.6.3 60 5 Accelerated ageing in air 5.7