EN 1341-2012 en Slabs of natural stone for external paving - Requirements and test methods《天然石材板外部铺平道路 要求和测试方法》.pdf

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 1341:2012Slabs of natural stonefor external paving Requirements and testmethodsBS EN 1341:2012 BRITISH STANDARDNational forewordThis British Standard is the UK implementati

2、on of EN 1341:2012. Itsupersedes BS EN 1341:2001 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/507, Paving units and kerbs.A list of organizations represented on this committee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 63840 4ICS 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 1341:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1341 November 2012 ICS 93.080.20 Supersedes EN 1341:200

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

6、 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 obtain

7、ed 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 CEN-

8、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, Ireland,

9、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 Marni

10、x 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 1341:2012: EBS EN 1341:2012EN 1341:2012 (E) 2 Contents Page Foreword 41 Scope 52 Normative references 53 Terms and definitions .54 Requirements and test met

11、hods for slabs of natural stone 74.1 General 74.1.1 Denomination .74.1.2 Alteration of physical properties of the natural stone .84.2 Dimensions .84.2.1 General 84.2.2 Permissible tolerances 84.3 Freeze/thaw resistance 104.3.1 Freeze- thaw under normal conditions . 104.3.2 Freeze-thaw in the presenc

12、e of de-icing salts . 114.4 Breaking strength Flexural strength 114.5 Abrasion resistance . 114.6 Slip and skid resistance . 114.6.1 Slip resistance . 114.6.2 Skid resistance 124.6.3 Durability of slip and skid resistance . 124.7 Appearance . 124.7.1 General . 124.7.2 Reference sample, visual inspec

13、tion and acceptance criteria 124.8 Water absorption 124.9 Apparent density and open porosity 134.10 Petrographic description . 134.11 Dangerous substances 135 Evaluation of conformity 135.1 General . 135.2 Initial type testing (ITT) - Type Testing (TT) . 135.3 Factory production control 156 Marking,

14、 labelling and packaging . 17Annex A (informative) Guidance on the appropriate thickness for different classes of use . 19A.1 Introduction . 19A.2 Simplified method for the calculation of slab thickness 19A.3 Guidance on expected breaking loads . 20Annex B (informative) Guidance on sampling 21B.1 Ge

15、neral . 21B.2 Principles of sampling . 21B.3 Taking bulk samples 21B.4 Preparing a sampling plan . 21B.5 Sampling apparatus . 22B.6 Sampling methods 22B.6.1 General . 22B.6.2 Sampling from quarries . 22B.6.3 Sampling from production units and consignments 23B.6.4 Sampling from construction works 23B

16、.7 Marking, packaging and dispatch of the samples . 23BS EN 1341:2012EN 1341:2012 (E) 3 B.8 Sampling report . 23Annex C (informative) Example of calculation of Lower Expected Value . 25C.1 Scope 25C.2 Symbols and definitions . 25C.3 Calculation of Lower Expected Value . 25Annex ZA (informative) Clau

17、ses of this European Standard addressing the provisions of the EU Construction Products Directive . 28ZA.1 Scope and relevant characteristics . 28ZA.2 Procedure for the attestation of conformity of slabs of natural stone 29ZA.2.1 System of attestation of conformity 29ZA.2.2 EC declaration of conform

18、ity . 30ZA.3 CE marking and labelling . 31Bibliography 34BS EN 1341:2012EN 1341:2012 (E) 4 Foreword This document (EN 1341:2012) 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

19、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 be the subject of pat

20、ent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 1341:2001. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential r

21、equirements 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 CEN/TC 246, “Natural st

22、ones“. 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. c) Annex A (Annex B in the 2001 version) has be

23、en extended to include safety factors specific to different uses. According to the CEN/CENELEC 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, Es

24、tonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 1341:2012EN 134

25、1:2012 (E) 5 1 Scope This European Standard specifies the performance requirements and the corresponding test methods for all natural stone slabs used for external paving and road finishes. External paving use includes all pavements typical of road works, such as pedestrian and trafficked areas, out

26、door 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 slabs. This European Standard covers al

27、so characteristics that are of importance to the trade. This European standard does not cover natural stone slabs for floors and stairs in buildings. In these cases EN 12058 1 applies. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document an

28、d 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 1936, Natural stone test methods Determination of real density and apparent density, and of tota

29、l and open porosity EN 12371, Natural stone test methods Determination of frost resistance EN 12372, Natural stone test methods Determination of flexural strength under concentrated load EN 12407, Natural stone test methods Petrographic examination EN 12440, Natural stone Denomination criteria EN 13

30、373:2003, 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 Determination of the abrasion resistance EN 14231, Natural stone test methods D

31、etermination 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 external paving slab unit of natural stone obtained by cutting or splitting used as a paving material, used for external pavin

32、g and road finishes in which the working width exceeds two times the thickness BS EN 1341:2012EN 1341:2012 (E) 6 3.2 upper face surface of a slab intended to be seen when in use 3.3 bed face surface of a slab intended to be in contact with the bedding material when in use 3.4 side face surface of a

33、slab perpendicular to upper face and intended to be vertical in use 3.5 work dimension dimension of a slab, specified for its manufacture, to which the actual dimension is to conform within specified permissible tolerances 3.6 actual dimension dimension of a slab as measured 3.7 irregular plan form

34、slab of random plan dimensions 3.8 thickness distance between the upper face and the bed face of the slab 3.9 overall length longer side of the rectangle with the smallest length able to enclose the slab 3.10 overall width shorter side of the rectangle with the smallest area able to enclose the slab

35、 3.11 textured slab face with a surface finish produced by secondary processing, from a saw or hewn surface 3.12 fine textured surface finish with a maximum difference of 1,0 mm between peaks and depressions (e.g. polished, honed or sawn with a diamond disc or blade) 3.13 coarse textured surface fin

36、ish with more than 1,0 mm difference between peaks and depressions (e.g. dolly pointed, shot blasted or flame textured) 3.14 hewn slab face or edge with a rough surface finish, e.g. a riven or split face or edge 3.15 tooled coarse finish resulting from mechanical surface treatment and showing tool m

37、arks BS EN 1341:2012EN 1341:2012 (E) 7 3.16 arris edge produced by the meeting of two surfaces Note 1 to entry: Sharp, rounded and chamfered arrises are shown in Figure 1. 3.17 lower expected value ELvalue which corresponds to the 5 %-quantile of a logarithmic normal distribution for a confidence le

38、vel of 75 % 3.18 higher expected value EHvalue corresponds to the 95 %-quantile of a logarithmic normal distribution for a confidence level of 75 % Key 1 rounded arris 2 chamfered arris 3 sharp arris Figure 1 Illustration of types of arris 4 Requirements and test methods for slabs of natural stone 4

39、.1 General 4.1.1 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). BS EN 1341:2012EN 1341:2012 (E) 8 4.1.2 Alteration of physical

40、 properties of the natural stone If during production the natural stone slabs have been subjected to a treatment that physically alters the properties of the stone (e.g. chemical treatment, patching, or filling or other similar products for natural holes, faults or cracks), then the use of such trea

41、tment 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 General The work dimensions of the slabs shall be declared unless they are being supplied in random lengths. Where supplied in rando

42、m lengths, only the widths and thickness shall be declared. Dimensions shall be measured in accordance with EN 13373. 4.2.2 Permissible tolerances 4.2.2.1 Plan dimensions (excluding slabs with irregular plan form) Plan dimensions of a slab shall be measured in accordance with EN 13373:2003, 5.2 and

43、the deviations from the declared dimensions shall conform to the tolerances given in Table 1. Table 1 Tolerances on plan dimension Tolerances on plan dimension of slabs afor: Class 0 Class 1 Class 2 Marking designation P0 P1 P2Sawn edges No requirement 4 mm 2 mm Hewn and tooled edges 10 mm 10 mm aFo

44、r natural stone slabs with regular plan form only. The two diagonals of a rectangular slab shall be measured in accordance with EN 13373:2003, 5.2, and the maximum difference between them shall not exceed the values given in Table 2. Table 2 Tolerances on diagonals Tolerances on diagonals of slabs a

45、for: Class 0 Class 1 Class 2 Marking designation D0 D1 D2 Sawn edges No requirement 6 mm 3 mm Hewn and tooled edges 15 mm 10 mm aFor natural stone slabs with regular plan form only. Tolerances stricter than P2 and D2 may be declared. BS EN 1341:2012EN 1341:2012 (E) 9 4.2.2.2 Thickness The thickness

46、of a slab shall be measured in accordance with EN 13373:2003, 5.2, and the deviations from the declared thickness shall conform to tolerances given in Table 3. Table 3 Tolerances on thickness Tolerances on thickness of slabs for: Class 0 Class 1 Class 2 Marking designation T0 T1 T2 30 mm thick No re

47、quirementa 3 mm 10 % 30 mm 80 mm thick 7 mm 4 mm aManufacturers are encouraged to declare deviations measured in accordance with EN 13373:2003, 5.2. Dimensions between faces may be declared as a range of nominal minimum-maximum thicknesses, e.g. 30 60 mm and a tolerance declared on the limits of the

48、 range. This is particularly applicable to hewn slabs. Tolerances stricter than T2 may be declared. 4.2.2.3 Face irregularities The face irregularities on hewn slabs, measured in accordance with EN 13373:2003, 5.3, shall never be greater than 20 mm above the work thickness and not below the work thi

49、ckness (i.e. (+20/-0) mm) and the greatest measured value shall be declared. 4.2.2.4 Flatness and straightness 4.2.2.4.1 Arrises The straightness along the arrises of textured slabs plan dimensions shall be measured in accordance with EN 13373:2003, 5.4, and the deviations from the declared straightness shall conform to tolerances given in Table 4. Table 4 Tolerances on straightness along arrises Toleranc