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本文(BS EN 1342-2012 Setts of natural stone for external paving Requirements and test methods《室外铺路用天然石板 试验方法和要求》.pdf)为本站会员(ownview251)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

BS EN 1342-2012 Setts of natural stone for external paving Requirements and test methods《室外铺路用天然石板 试验方法和要求》.pdf

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 testmethodsCopyright European Committee for Standardization Provided by IHS under license with CENNot fo

2、r ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 1342:2012. Itsupersedes BS EN 1342:2001 which is withdrawn.The UK participation in its preparation was entrusted to Techn

3、icalCommittee 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 purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards

4、 Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 66412 0ICS 93.080.20Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 28 February 2013.Amendm

5、ents issued since publicationDate Text affectedCopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1342 November 2

6、012 ICS 93.080.20 Supersedes EN 1342:2001English 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 Europ

7、ean Standard was approved by CEN on 6 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 con

8、cerning 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). A version in any other language made by translation under the responsibility of a CEN member i

9、nto 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, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France,

10、 Germany, Greece, Hungary, Iceland, 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 KOMIT

11、EE FR NORMUNG Management Centre: Avenue 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: ECopyright European Committee for Standardization Provided by IHS under license with CENNot for Resa

12、leNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012EN 1342:2012 (E) 2 Contents Page Foreword 41 Scope 52 Normative references 53 Terms and definitions .54 Requirements .74.1 General 74.1.1 Denomination .74.1.2 Alteration of physical properties of the natural stone

13、.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 Compressive strength 94.5 Abrasion resistance 94.6 Slip and skid resistance . 104.6.1 Slip resistanc

14、e . 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 Apparent density and open porosity 114.10 Petrographic description . 114.11 Dangerous substa

15、nces 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) Guidance on sampling 17A.1 General . 17A.2 Principles of sampling . 17A.3 Taking bulk samples 1

16、7A.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 from construction works 19A.7 Marking, packaging and dispatch of the samples . 19A.8 Sampling

17、 report 19Annex B (informative) Example of calculation of Lower Expected Value 21B.1 Scope . 21B.2 Symbols and definitions 21Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN

18、 1342:2012EN 1342:2012 (E) 3 B.3 Calculation of Lower Expected Value . 21Annex ZA (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 se

19、tts of natural stone . 25ZA.2.1 System of attestation of conformity 25ZA.2.2 EC Declaration of conformity . 26ZA.3 CE marking and labelling . 27Bibliography 30Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted

20、without license from IHS-,-,-BS 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 be given the status of a national standard, either

21、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 be the subject of patent rights. CEN and/or CENEL

22、EC 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, and supports essential requirements of EU Directive(

23、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 CEN/TC 246, “Natural stones“. The change was made t

24、o 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/CENELEC Internal Regulations, the national standards o

25、rganisations 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, Ireland, Italy, Latvia, Lithuania, Luxembou

26、rg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from

27、IHS-,-,-BS EN 1342:2012EN 1342:2012 (E) 5 1 Scope This European Standard specifies the performance requirements and the 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 pedestr

28、ian and trafficked areas, outdoor squares and similar to be used in an outdoor condition that are subject to the weathering 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. Thi

29、s European Standard also covers characteristics that are of importance to the trade. 2 Normative references The following 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 u

30、ndated references, the latest edition of the referenced document (including any amendments) applies. EN 1926, Natural stone 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 porosi

31、ty EN 12371, Natural stone test methods Determination of frost resistance EN 12407, Natural stone test methods Petrographic examination EN 12440, Natural stone Denomination criteria EN 13373:2003, Natural stone test methods Determination of geometric characteristics on units EN 13755, Natural stone

32、test methods Determination of water absorption at atmospheric pressure EN 14157, Natural stone test methods Determination 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 t

33、his document, the following terms and definitions apply. 3.1 sett unit of natural stone obtained by cutting or splitting 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 work

34、ing thickness is 40 mm. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012EN 1342:2012 (E) 6 3.2 work dimension dimension of a sett specified for its manufacture to

35、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 the smalle

36、st 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 of a sett

37、 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 disc or b

38、lade) 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 corresponds to th

39、e 5 %-quantile of a logarithmic normal distribution for a confidence level of 75 % Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012EN 1342:2012 (E) 7 3.15 higher e

40、xpected value EHvalue which corresponds to the 95 %-quantile of a logarithmic normal distribution for a confidence level of 75 % 4 Requirements 4.1 General 4.1.1 Denomination The denomination shall always be declared in accordance with EN 12440 (meaning traditional name, petrological family, typical

41、 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 production the natural stone setts have been subjected to a treatment process that physically alters the properties of the stone (for example chem

42、ical 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 addition, specimens for testing shall be representative of the product and any processes that the stone is subjected to. 4.2 Dimensions 4.2.1 Gener

43、al 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-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 dim

44、ensions 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 declared plan dimensions and thickness shall conform to tolerances given in Table 1. Different deviations may be declared for plan dimensions and

45、thickness. Unless stated otherwise, a consignment of setts shall be intended to be laid in rectilinear patterns and all setts within a consignment, when measured in accordance with EN 13373:2003, 5.4, shall conform with the tolerances from the plan and thickness dimensions described in Table 1. Copy

46、right European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 1342:2012EN 1342:2012 (E) 8 Table 1 Tolerances on nominal plan dimensions and thickness Nominal dimension Class 0 Class 1 Class

47、2 60 mm Textured No requirements 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 agr

48、eed by the specifier, that are 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 applicable to hewn setts. In all cases the thickness of the setts shall be observed. 4.2.2.2 Undercut of sides When measured in a

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