EN 13364-2001 en Natural Stone Test Methods - Determination of the Breaking Load at Dowel Hole《天然石料试验方法 在榫钉孔处断裂荷载的测定》.pdf

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1、BRITISH STANDARD Natural stone test methods Determination of the breaking load at dowel hole The European Standard EN 13364:2001 has the status ofa British Standard ICs 91.100.15 BS EN 13 3 64:2002 Wk present to the responsible European committee any enquiries on the interpretation, or proposals for

2、 change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. - A list of organizations represented on this committee can be obtained on request to its secretary. Cr oss-r e fer enc e s The British Standards which implement intern

3、ational or European publications referred to in this document may be found in the BSI Standards Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to inclu

4、de all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN

5、 title page, pages 2 to 17 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued. O BSI 31 January 2002 ISBN O 580 38992 8 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13364 November 2001 ICs 73.020; 91.100.15 English version Natural

6、stone test methods - Determination of the breaking load at dowel hole Mthodes dessai pour pierre naturelle - Dtennination de leffort de rupture au niveau du goujon de lagrafe Prfung von Naturstein - Bestimmung der Ausbruchlast am Ankerdornloch This European Standard was approved by CEN on 29 Septemb

7、er 2001 CEN members are bound to comply with the CENKENELEC 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

8、ed on application to the 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 Management Centr

9、e has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN CO

10、MMITTEE FOR STANDARDIZATION EUROPISCHES KOMITEE FR NORMUNG COMIT EUROPEN DE NORMALISATION Management Centre: rue de Stassart, 36 B-1050 Brussels O 2001 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13364:2001 E EN 13364:2001 (E)

11、Contents Page Foreword . 3 1 2 3 4 5 6 6.1 6.2 6.2.1 6.2.2 6.2.3 6.2.4 6.2.5 6.2.6 6.2.7 6.2.8 6.2.9 6.2.10 7 7.1 7.2 7.3 8 9 10 Scope . Normative references . 4 . .4 Symbols . Apparatus Preparation of the specimens Sampling and position of bedding . Test specimens . 5 5 5 5 Dimensions of the specim

12、ens . Location of the holes . Drilling the holes Planes of anisotropy Conditioning Measuring d and d, . . IO 10 IO IO Placing the dowels Test procedure II Expression of the results . Test report . II Annex A (normative) Statistical evaluation of the test results . A.l Scope A.2 Symbols and definitio

13、ns A.3 Statistical evaluation of test results. Bibliography 17 2 EN 13364:2001 (E) Foreword This European Standard has been prepared by Technical Committee CEN/TC 246, Natural Stone, the Secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, eit

14、her by publication of an identical text or by endorsement, at the latest by May 2002, and conflicting national standards shall be withdrawn at the latest by December 2002. This European Standard is one of the series of standards for tests on natural stone. Test methods for natural stone consist of t

15、he following parts: EN 1925, Nafural sfone fesf mefhods - Deferminafion of wafer absorpfion coefficienf by capillarify. EN 1926, Nafural sfone fesf mefhods - Deferminafion of compressive sfrengfh. EN 1936, Nafural sfone fesf mefhods - Deferminafion of real densify and apparenf densify and of fofal o

16、pen porosify. EN 12370, Nafural sfone fesf mefhods - Deferminafion of resisfance fo salf crysfallizafion. EN 12372, Nafural sfone fesf mefhods - Deferminafion of flexural sfrengfh under concenfrafed load. EN 12407, Nafural sfone fesf mefhods - Pefrographic descripfion. prEN 12371, Nafural sfone fesf

17、 mefhods - Deferminafion of frosf resisfance. prEN 131 61, Nafural sfone fesf mefhods - Deferminafion of flexural sfrengfh under consfanf momenf. prEN 1 3373, Nafural sfone fesf mefhods - Deferminafion of geomefric characferisfics on unifs. prEN 1 3755, Nafural sfone fesf mefhods - Deferminafion of

18、wafer absorpfion af afmospheric pressure. prEN 13919, Nafural sfone fesf mefhods - Deferminafion of resisfance fo ageing by SOn acfion in fhe presence of humidify. prEN 14066, Nafural sfone fesf mefhods - Deferminafion of fhermal shock resisfance. prEN ( Wi 0024601 I), Nafural sfone fesf mefhods - D

19、eferminafion of fhermal dilafafion coefficienf. prEN ( Wi 00246012), Nafural sfone fesf mefhods - Deferminafion of sound - Speed propagafion. prEN 141 57, Nafural sfone fesf mefhods - Deferminafion of abrasion resisfance. prEN 14205, Nafural sfone fesf mefhods - Deferminafion of Knoop hardness. prEN

20、 14231, Nafural sfone fesf mefhods - Deferminafion of slip resisfance by means of fhe pendulum fesfer. prEN ( Wi 0024601 8), Nafural sfone fesf mefhods - Deferminafion of sfafic elasfic modulus. prEN 141 58, Nafural sfone fesf mefhods - Deferminafion of rupfure energy. prEN 14147, Nafural sfone fesf

21、 mefhods - Deferminafion of resisfance fo ageing by salf mist It is intended that other ENS should call up this EN 13364 as the basis of evaluation of conformity. (Nevertheless it is not intended that all natural stones products should be subjected regularly to all the listed tests. Specifications i

22、n other standards should call up only relevant test methods.) This European Standard has an Annex A (normative). According to the CENKENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Re

23、public, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. 3 EN 13364:2001 (E) 1 Scope This European Standard specifies a test method to determine the breaking load at the dowel hole of nat

24、ural stones used for cladding or lining in building. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. Fo

25、r dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 10088-1, Sfainless

26、 sfeels - Par 1: Lisf of sfainless sfeels. EN 12390-4, Tesfing hardened concrefe - Par 4: Compressive sfrengfh - Specificafion for fesfing machines. EN 197-1, Cemenf - Par 1: Composifion, specificafions and conformify criferia for common cemenfs. 3 Principle This test consists of applying a force in

27、 a direction perpendicular to the face of a specimen through a dowel previously placed in an hole drilled in one of its sides and measuring the breaking load of the specimen. Symbols is the thickness of the test specimen, in millimetres is the distance from the hole wall to the face where fracture o

28、ccurs, in millimetres is the maximum distance of the centre of the hole to the fracture edge on the face, in millimetres is the individual breaking load, in newtons is the mean value of d, in millimetres is the mean value of F, in newtons is the mean value of b, , in millimetres 4 EN 13364:2001 (E)

29、5 Apparatus 5.1 A balance capable of weighing the specimens with an accuracy of 0,Ol % of their mass. 5.2 A ventilated oven capable of maintaining a temperature of (70 f 5) OC. 5.3 A linear measuring device with an accuracy of 0,05 mm. 5.4 A rotary drilling machine equipped with a diamond or tungste

30、n carbide tipped bit. 5.5 A testing machine of appropriate force in accordance with EN 12390-4 and calibrated according to this standard. 5.6 A clamping device consisting of two metal plates having the shape and sizes shown in Figure 1. 5.7 A device for applying loads perpendicular to the axis of th

31、e dowel (see Figure 2). 5.8 A room or chamber in which the temperature of the air can be maintained at (20 f 5) OC. 6 Preparation of the specimens 6.1 Sampling and position of bedding The sampling is not the responsibility of the test laboratory except where specially requested. The position of any

32、bedding or anisotropy shall be indicated on each specimen by means of at least two parallel lines. 6.2 Test specimens 6.2.1 General The test can be carried out as an identification test or as a technological test. Identification tests are tests carried out when the use of the stone with respect to t

33、he position of the planes of anisotropy and the thickness and surface finish of the elements in the cladding are not known. Technological tests are those carried out when the use of the stone with respect to the position of the planes of anisotropy and the thickness and surface finish of the element

34、s in the cladding are known. In this case the major faces of the specimens shall have the same orientation of the face that will be loaded during use. 6.2.2 Number of specimens The minimum number of test specimens depends on the presence of planes of anisotropy. If the stone does not show planes of

35、anisotropy 10 tests of Type O (see Figure 3) shall be made on three specimens. If the stone shows planes of anisotropy: 10 tests of Type I (see Figure4) shall be made on three specimens cut parallel to the planes of anisotropy; 10 tests of Type Ila (see Figure 5) and 10 tests of Type Ilb (see Figure

36、 6) shall be made on five specimens cut perpendicular to the planes of anisotropy. 5 EN 13364:2001 (E) Dimensions in millimetres a) General view b) Detail of a plate suitable for tests on specimens having dimensions of 200 mm x 200 mm Key 1 Specimen 2 Dowel 3 Metal plate F L Length of the specimen d

37、 Force applied on the specimen Thickness of the metal plate Figure 1 -Clamping device to hold the specimen in place 6 EN 13364:2001 (E) Dimensions in millimetres A-A IF Key 1 Specimen 2 Dowel 3 Device for applying load F Force applied on the specimen Figure 2 - Device for applying loads perpendicula

38、r to the axis of the dowel Figure 3 -Test arrangement for a specimen without planes of anisotropy (Type O) 7 EN 13364:2001 (E) Figure 4 -Test arrangement for a specimen with the load applied perpendicular to the planes of anisotropy (Type I) Figure 5 -Test arrangement for a specimen with the load ap

39、plied parallel to the planes of anisotropy (Type 114 V Figure 6 -Test arrangement for a specimen with the load applied parallel to the edges of the planes of anisotropy (Type Ilb) 6.2.3 Surface finish of the specimens a) Identification test The surface finish on the faces and sides of the specimens

40、shall be sawn, honed or polished. b) Technological test The surface finish on the faces and sides of the specimens shall be carried out according to the application (for example sawn, honed, polished, sanded, rubbed, flamed, bush-hammered, riven). 8 EN 13364:2001 (E) Thickness 6.2.4 Dimensions of th

41、e specimens a) Identification test The specimens are square slabs with faces (200 f 1) mm and a thickness of (30 f 3) mm. The permissible deviation on the squareness is a maximum of 2 mm. b) Technological test Di mens i o ns The specimens are square slabs with the following dimensions: I20 mm to 65

42、mm 1200 mm x 200 mm I I 65 mm to 80 mm 1300 mm x 300 mm I 6.2.5 Location of the holes a) Identification test The centre of the hole shall be situated between 98 mm and 102 mm from the other sides, measured to the nearest 0,5 mm. The thickness of stone between the edge of the hole and the two faces s

43、hall be (IO f 2,O) mm, measured to the nearest 0.5 mm. b) Technological test The centre of the hole shall be situated in the middle of the specimens length. The thickness of stone between the edge of the hole and the face to be tested shall be according to the application, measured to the nearest 0,

44、5 mm. 6.2.6 Dimensions and tolerances of the holes a) Identification test The diameter of the holes shall be (IO f 0,5) mm. The depth of the holes shall be (30 f 2) mm. b) Technological test The diameter of the holes shall be in accordance with the requirement of the application. The depth of the ho

45、le shall be (30 f 2) mm. 6.2.7 Drilling the holes The holes shall be wet drilled with a diamond or tungsten carbide tipped drill bit without hammering. 9 EN 13364:2001 (E) 6.2.8 Planes of anisotropy If the stone shows planes of anisotropy, the specimens are to be prepared in accordance with one of t

46、he arrangements shown in Figures 4, 5 and 6 and the position of the bedding or anisotropy is to be marked on the specimen by at least two parallel lines. If the use of the stone with respect to the position of the planes of anisotropy is known, the test shall be carried out with the force applied on

47、 dowel placed in the hole in the side corresponding to the face that will be loaded during use. If the use of the stone with respect to the position of the planes of anisotropy is not known or if more than one anisotropy is likely to be present, then the test shall be carried out in three perpendicu

48、lar orientations and the total number of tests will be 30. 6.2.9 Conditioning The specimens shall be dried to constant mass at (70 f 5) “C in a ventilated oven after the drilling of the holes but before the dowels are fixed in place. Constant mass is reached when the difference between two weighings

49、 carried out (24 f 2) h apart is less than 0,l % of the first of the two masses. After drying and prior to placing the dowels the specimens shall be stored at (20 f 5) “C until the thermal equilibrium is reached. 6.2.10 Measuring d and d, After conditioning the thickness (d) and the distance from the edge of each hole to the lower face of the specimen in the direction of the force (d,) shall be measured to the nearest 0,5 mm. 7 Dowels 7.1 Dimensions and tolerances a) Identification test The diameter of the dowels shall be (6,O f 0,l) mm. The length of the dowel shall