EN 1342-2012 en Setts of natural stone for external paving - Requirements and test methods《天然石材的外部铺平道路 要求和测试方法》.pdf

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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 1342:2012Setts of natural stonefor external paving Requirements and testmethodsBS EN 1342:2012 BRITISH STANDARDNational forewordThis British Standard is the UK implementati

2、on of EN 1342:2012. Itsupersedes BS EN 1342:2001 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/507, Paving units and kerbs.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not pur

3、port to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 66412 0ICS 93.080.20Compliance with a British Standard cannot confer immunity fromlegal obligation

4、s.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 28 February 2013.Amendments issued since publicationDate Text affectedBS EN 1342:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1342 November 2012 ICS 93.080.20 Supersedes EN 1342:200

5、1English Version Setts of natural stone for external paving - Requirements and test methods Pavs de pierre naturelle pour le pavage extrieur - Exigences et mthodes dessai Pflastersteine aus Naturstein fr Auenbereiche - Anforderungen und Prfverfahren This European Standard was approved by CEN on 6 Oc

6、tober 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 standards may be o

7、btained 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 notified to the

8、 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, Iceland, Irel

9、and, 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 Centre: Avenue

10、Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1342:2012: EBS EN 1342:2012EN 1342:2012 (E) 2 Contents Page Foreword 41 Scope 52 Normative references 53 Terms and definitions .54 Requirements .74.1 G

11、eneral 74.1.1 Denomination .74.1.2 Alteration of physical properties of the natural stone .74.2 Dimensions .74.2.1 General 74.2.2 Tolerances 74.3 Freeze/thaw resistance .94.3.1 Freeze- thaw under normal conditions 94.3.2 Freeze-thaw in the presence of de-icing salts 94.4 Breaking strength Compressiv

12、e strength 94.5 Abrasion resistance 94.6 Slip and skid resistance . 104.6.1 Slip resistance . 104.6.2 Skid resistance 104.6.3 Durability of slip or skid resistance 104.7 Appearance . 104.7.1 General . 104.7.2 Reference sample, visual inspection and acceptance criteria 104.8 Water absorption 114.9 Ap

13、parent density and open porosity 114.10 Petrographic description . 114.11 Dangerous substances 115 Evaluation of conformity 115.1 General . 115.2 Initial type testing (ITT) and Type testing (TT) . 125.3 Factory Production Control . 136 Marking, labelling and packaging . 16Annex A (informative) Guida

14、nce on sampling 17A.1 General . 17A.2 Principles of sampling . 17A.3 Taking bulk samples 17A.4 Preparing a sampling plan . 17A.5 Sampling apparatus . 18A.6 Sampling methods 18A.6.1 General . 18A.6.2 Sampling from quarries . 18A.6.3 Sampling from production units and consignments 19A.6.4 Sampling fro

15、m construction works 19A.7 Marking, packaging and dispatch of the samples . 19A.8 Sampling report 19Annex B (informative) Example of calculation of Lower Expected Value 21B.1 Scope . 21B.2 Symbols and definitions 21BS EN 1342:2012EN 1342:2012 (E) 3 B.3 Calculation of Lower Expected Value . 21Annex Z

16、A (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 24ZA.1 Scope and relevant characteristics . 24ZA.2 Procedure for the attestation of conformity of setts of natural stone . 25ZA.2.1 System of attestation of conformity 25ZA.2.2 EC

17、Declaration of conformity . 26ZA.3 CE marking and labelling . 27Bibliography 30BS EN 1342:2012EN 1342:2012 (E) 4 Foreword This document (EN 1342:2012) has been prepared by Technical Committee CEN/TC 178 “Paving units and kerbs”, the secretariat of which is held by BSI. This European Standard shall b

18、e given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by May 2013, and conflicting national standards shall be withdrawn at the latest by August 2014. Attention is drawn to the possibility that some of the elements of this document may

19、 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 supersedes EN 1342:2001. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, an

20、d supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. The following changes have been made in this new edition: a) Where possible the requirements refer to separate test methods prepared by C

21、EN/TC 246, “Natural stones“. The change was made to allow those placing the products on the market to use the same test results for a number of products. b) The values to be declared have been clarified and where applicable the declared values are now lower expected values. According to the CEN/CENE

22、LEC 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 Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Ic

23、eland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 1342:2012EN 1342:2012 (E) 5 1 Scope This European Standard specifies the performance requirements and the

24、corresponding test methods for all natural stone setts used for external paving and road finishes. External paving use includes all pavements typical of road works, such as pedestrian and trafficked areas, outdoor squares and similar to be used in an outdoor condition that are subject to the weather

25、ing agents, such as temperature changes, rain, ice, wind, etc. This European Standard provides also for the evaluation of conformity and for marking of the natural stone setts. This European Standard also covers characteristics that are of importance to the trade. 2 Normative references The followin

26、g 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 of the referenced document (including any amendments) applies. EN 1926, Natural st

27、one test methods Determination of uniaxial compressive strength EN 1936, Natural stone test methods Determination of real density and apparent density, and of total and open porosity EN 12371, Natural stone test methods Determination of frost resistance EN 12407, Natural stone test methods Petrograp

28、hic examination EN 12440, Natural stone Denomination criteria EN 13373:2003, Natural stone test methods Determination of geometric characteristics on units EN 13755, Natural stone test methods Determination of water absorption at atmospheric pressure EN 14157, Natural stone test methods Determinatio

29、n of the abrasion resistance EN 14231, Natural stone test methods Determination of the slip resistance by means of the pendulum tester 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 sett unit of natural stone obtained by cutting or splitting

30、 used as a paving material, in which the working width does not exceed two times the thickness, and the length does not exceed two times the width Note 1 to entry: The minimum working thickness is 40 mm. BS EN 1342:2012EN 1342:2012 (E) 6 3.2 work dimension dimension of a sett specified for its manuf

31、acture to which the actual dimension should conform within specified permissible tolerances 3.3 actual dimension dimension of a sett as measured 3.4 overall length L longer side of the rectangle with the smallest length able to enclose the sett 3.5 overall width W shorter side of the rectangle with

32、the smallest area able to enclose the sett 3.6 thickness T distance between the upper face and the bedface of the sett 3.7 upper face surface of a sett intended to be seen when in use 3.8 bed face surface of a sett intended to be in contact with the bedding material when in use 3.9 side face surface

33、 of a sett intended to be vertical when in use 3.10 textured sett with a surface finish produced by secondary processing, from a saw or hewn surface 3.11 fine textured surface finish with a maximum difference of 1,0 mm between peaks and depressions (for example polished, honed or sawn with a diamond

34、 disc or blade) 3.12 coarse textured surface finish with more than 1,0 mm difference between peaks and depressions (for example dolly pointed, shot blasted or flame textured) 3.13 hewn sett with a rough surface finish, for example a riven or split face 3.14 lower expected value ELvalue which corresp

35、onds to the 5 %-quantile of a logarithmic normal distribution for a confidence level of 75 % BS EN 1342:2012EN 1342:2012 (E) 7 3.15 higher expected value EHvalue which corresponds to the 95 %-quantile of a logarithmic normal distribution for a confidence level of 75 % 4 Requirements 4.1 General 4.1.

36、1 Denomination The denomination shall always be declared in accordance with EN 12440 (meaning traditional name, petrological family, typical colour and place of origin as precisely as possible for example geo coordinates). 4.1.2 Alteration of physical properties of the natural stone If during produc

37、tion the natural stone setts have been subjected to a treatment process that physically alters the properties of the stone (for example chemical treatment, patching, or filling or other similar products for natural holes, faults or cracks) then the use of such a treatment shall be stated. In additio

38、n, specimens for testing shall be representative of the product and any processes that the stone is subjected to. 4.2 Dimensions 4.2.1 General The work dimensions of the setts shall be declared. Dimensions between faces shall be stated as a unitary nominal dimension or as a range of nominal minimum-

39、maximum dimensions, e.g. (100 - 200) mm. Dimensions of each shall be measured in accordance with EN 13373. 4.2.2 Tolerances 4.2.2.1 Plan dimensions and thickness Plan dimensions and thickness of a sett shall be measured in accordance with EN 13373:2003, 5.2 and 5.3 and the deviations from the declar

40、ed plan dimensions and thickness shall conform to tolerances given in Table 1. Different deviations may be declared for plan dimensions and thickness. Unless stated otherwise, a consignment of setts shall be intended to be laid in rectilinear patterns and all setts within a consignment, when measure

41、d in accordance with EN 13373:2003, 5.4, shall conform with the tolerances from the plan and thickness dimensions described in Table 1. BS EN 1342:2012EN 1342:2012 (E) 8 Table 1 Tolerances on nominal plan dimensions and thickness Nominal dimension Class 0 Class 1 Class 2 60 mm Textured No requiremen

42、ts 7 mm 5 mm Hewn 10 mm 7 mm 60 mm 120 mm Textured 10 mm 5 mm Hewn 15 mm 10 mm 120 mm Textured 10 mm 7 mm Hewn 15 mm 12 mm Where a consignment of setts is specifically designated for being laid in radial or arch patterns then it may include a proportion of the total agreed by the specifier, that are

43、 bigger, smaller and trapezoidal setts not varying from the dimensions allowed by the stated tolerance by more than 10 %. When dimensions between faces are declared as a range of nominal minimum maximum thickness, the deviation shall be declared on the limits of the range. This is particularly appli

44、cable to hewn setts. In all cases the thickness of the setts shall be observed. 4.2.2.2 Undercut of sides When measured in accordance with EN 13373:2003, 5.5, deviations of the undercut of a side shall not exceed the tolerances given in Table 2 with respect to the perpendicularity of the upper face

45、(see Figure 1). Key 1 = upper face 2 = side face 3 = bed face u = undercut of side face o = overcut of side face T = thickness W = overall width Figure 1 Tolerances on under and overcut faces BS EN 1342:2012EN 1342:2012 (E) 9 Table 2 Tolerances on the undercut of sides Nominal Dimension Class 0 Clas

46、s 1 Class 2 No requirement Maximum one side Maximum sum Maximum one side Maximum sum 60 mm 10 mm 20 mm 5 mm 10 mm 60 mm 120 mm 15 mm 25 mm 10 mm 15 mm 120 mm 25 mm 30 mm 15 mm 20 mm 4.2.2.3 Hewn and coarse textured face irregularities When measured in accordance with EN 13373:2003, 5.3, deviations o

47、f upper and side face cavity and protrusions shall not exceed the tolerances given in Table 3. Table 3 Tolerances on hewn and coarse textured face irregularities Class 0 Class 1 Class 2Hewn No Requirements 10 mm 5 mm Coarse Textured 5 mm 3 mm 4.3 Freeze/thaw resistance 4.3.1 Freeze- thaw under norma

48、l conditions When the setts are intended to be used in areas subjected to freeze and thaw freeze-thaw requirements, the freeze/thaw resistance shall be determined using the test method in EN 12371. The results shall be expressed and declared as the mean compressive strength before and after 56 cycle

49、s of freeze/thaw (technological test). The frost damage, which a natural stone may suffer when installed, depends on the climatic conditions of the place of use, the relative position in the works (which determines the degree of saturation) and the predicted service life of the works. This number of cycles is appropriate to a specific project and may help to provide guidance for the interpretati