DIN EN 14188-3-2006 Joint fillers and sealants - Part 3 Specifications for preformed joint seals English version of DIN EN 14188-3 2006-04《接缝填充物和密封胶 第3部分 成形接缝密封件规范》.pdf

《DIN EN 14188-3-2006 Joint fillers and sealants - Part 3 Specifications for preformed joint seals English version of DIN EN 14188-3 2006-04《接缝填充物和密封胶 第3部分 成形接缝密封件规范》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 14188-3-2006 Joint fillers and sealants - Part 3 Specifications for preformed joint seals English version of DIN EN 14188-3 2006-04《接缝填充物和密封胶 第3部分 成形接缝密封件规范》.pdf（21页珍藏版）》请在麦多课文档分享上搜索。

1、 DEUTSCHE NORM April 2006DIN EN 14188-3 ICS 93.080.20 Joint fillers and sealants Part 3: Specifications for preformed joint seals English version of DIN EN 14188-3:2006-04 Fugeneinlagen und Fugenmassen Teil 3: Anforderungen an elastomere Fugenprofile Englische Fassung DIN EN 14188-3:2006-04 Document

2、 comprises 21 pages No part of this standard may be reproduced without prior permission of DIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany, has the exclusive right of sale for German Standards (DIN-Normen). English price group 10 www.din.de www.beuth.de !,k“

3、10.06 9729092DIN EN 14188-3:2006-04 2 Start of validity This standard is valid from 1 October 2006. It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Bundesanzeiger (German Federal Law Gazette). National fo

4、reword This standard has been prepared by CEN/TC 227 Road materials (Secretariat: Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committee NA 005-10-07 AA Materialien fr Betonstraen. E

5、UROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14188-3 January 2006 ICS 91.100.50 English Version Joint fillers and sealants - Part 3: Specifications for preformed joint seals Produits de scellement de joints - Partie 3 : Spcifications pour les joints dtanchit mouls Fugeneinlagen und Fugenmasse

6、n - Teil 3: Anforderungen an elastomere Fugenprofile This 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 European Standard the status of a national standard without any

7、 alteration. Up-to-date lists and bibliographical references concerning such national standards 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

8、translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Gree

9、ce, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG Managemen

10、t Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide 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 Class

11、ification.6 5 Requirements 6 5.1 General 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

12、 set at low temperature (25 C) 7 5.7 Accelerated 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

13、6 Evaluation of conformity 9 6.1 General 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 N

14、on-conforming products11 7 Marking, labelling 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 (inf

15、ormative) Clauses of this European Standard 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 (

16、E) 4 Foreword This European Standard (EN 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,

17、 at the latest by July 2006, and conflicting 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 Dire

18、ctive(s). For relationship with EU Directive(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,

19、Joint fillers and sealants Part 2: Specifications 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

20、implement this European Standard: Austria, 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 U

21、nited Kingdom. EN 14188-3:2006 (E) 5 1 Scope 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 c

22、oncrete pavements and maintenance work in 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 d

23、ocument (including any amendments) applies. 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) I

24、SO 3302-1, Rubber Tolerances for products 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

25、 the purpose of providing some movement capability 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

26、 seals to withstand vertical forces by traffic 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 joi

27、nt and to prevent ingress of water NOTE The 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 har

28、dness degree reaction forces of compressed 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 f

29、orce. The softer the hardness degree is, 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

30、 of this European Standard 3.6 manufacturers 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 c

31、lasses of materials for preformed joint seals. 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 concre

32、te pavement. NOTE An incorporated fibre reinforcement 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 IS

33、O 3302-1. 5.3 Imperfections and defects The 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

34、determined in accordance with ISO 48 (method 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

35、randomly taken, the difference between the 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 acco

36、rdance with EN 14840. The tensile strength 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 compr

37、ession of the seal in service. 5.6.2 Compression 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

38、low temperature (25 C) shall be determined 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 change

39、s in hardness, tensile strength and elongation 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

40、 to the relevant values given in Table 2, 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

41、. 5.10 Ozone resistance The ozone resistance 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

42、 protection against over-extension shall 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 tens

43、ile force at first break of fibre shall conform 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

44、 accordance with EN 14840. The compression 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 3

45、0 C. In this context, particular attention 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 legall

46、y permitted level in the member state of 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

47、 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 Change in hardness IRHD 5 +8 Change in tensile strength % 20 +40 Change in elongation at break

48、 % 30 +10 40 +10 6 Stress relaxation in compression % 5.8 50 55 7 Recovery at low and high temperatures 5.9 at 25 C % 65 at +70 C 80 8 Ozone resistance 5.10 no crack 9 Protection against over-extension 5.11 Elongation at first effect of fibre % 2 Elongation at 300 N tensile force % 5 Tensile force a

49、t first break of fibre N 300 10 Function testing for cold climate areas; minimum compression force kN/m 5.12 0,03 6 Evaluation of conformity 6.1 General The compliance of the product with the requirements of this document shall be demonstrated by: Initial Type Testing; Factory Production Control by the manufacturer, including product assessment. The characteristics indicated in Clause 5 shall be determined within 3 months of the date of deliver