1、BRITISH STANDARD BS EN 13364:2002 Natural stone test methods Determination of the breaking load at dowel hole The European Standard EN 13364:2001 has the status of a British Standard ICS 91.100.15 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBS EN 13364:2002 This British Sta
2、ndard, having been prepared under the direction of the Building and Civil Engineering Sector Policy and Strategy Committee, was published under the authority of the Standards Policy and Strategy Committee on 31 January 2002 BSI 31 January 2002 ISBN 0 580 38992 8 National foreword This British Standa
3、rd is the official English language version of EN 13364:2001. The UK participation in its preparation was entrusted to Technical Committee B/545, Natural stone, which has the responsibility to: A list of organizations represented on this committee can be obtained on request to its secretary. Cross-r
4、eferences The British Standards which implement international 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 C
5、atalogue. A British Standard does not purport to include 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. aid enquirers to understand the
6、 text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an ins
7、ide front cover, the EN 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. Amendments issued since publication Amd. No. Date CommentsEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13364 November 2001 ICS 73
8、.020; 91.100.15 English version Natural stone test methods Determination of the breaking load at dowel hole Mthodes dessai pour pierre naturelle Dtermination de leffort de rupture au niveau du goujon de lagrafe Prfung von Naturstein Bestimmung der Ausbruchlast am Ankerdornloch This European Standard
9、 was approved by CEN on 29 September 2001. 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 s
10、uch national standards may be obtained 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
11、and notified to the Management Centre 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, Switzer
12、land and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2001 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No.
13、EN 13364:2001 EEN 13364:2001 (E) 2 Contents Page Foreword.3 1 Scope .4 2 Normative references .4 3 Principle .4 4 Symbols .4 5A p p a r a t u s 5 6 Preparation of the specimens5 6.1 Sampling and position of bedding.5 6.2 Test specimens.5 6.2.1 General .5 6.2.2 Number of specimens .5 6.2.3 Surface fi
14、nish of the specimens8 6.2.4 Dimensions of the specimens.9 6.2.5 Location of the holes.9 6.2.6 Dimensions and tolerances of the holes.9 6.2.7 Drilling the holes9 6.2.8 Planes of anisotropy10 6.2.9 Conditioning 10 6.2.10 Measuring d and d 1 .10 7D o w e l s 10 7.1 Dimensions and tolerances.10 7.2 Mat
15、erial .10 7.3 Placing the dowels 10 8 Test procedure 11 9 Expression of the results .11 10 Test report .11 Annex A (normative) Statistical evaluation of the test results .13 A.1 Scope 13 A.2 Symbols and definitions 13 A.3 Statistical evaluation of test results.14 Bibliography .17EN 13364:2001 (E) 3
16、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, either by publication of an identical text or by endorsement, at the latest by May 200
17、2, 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 the following parts: EN 1925, Natural stone test methods Determination of water abso
18、rption coefficient by capillarity. EN 1926, Natural stone test methods Determination of compressive strength. EN 1936, Natural stone test methods Determination of real density and apparent density and of total open porosity. EN 12370, Natural stone test methods Determination of resistance to salt cr
19、ystallization. EN 12372, Natural stone test methods Determination of flexural strength under concentrated load. EN 12407, Natural stone test methods Petrographic description. prEN 12371, Natural stone test methods Determination of frost resistance. prEN 13161, Natural stone test methods Determinatio
20、n of flexural strength under constant moment. prEN 13373, Natural stone test methods Determination of geometric characteristics on units. prEN 13755, Natural stone test methods Determination of water absorption at atmospheric pressure. prEN 13919, Natural stone test methods Determination of resistan
21、ce to ageing by SO 2action in the presence of humidity. prEN 14066, Natural stone test methods Determination of thermal shock resistance. prEN (WI 00246011), Natural stone test methods Determination of thermal dilatation coefficient. prEN (WI 00246012), Natural stone test methods Determination of so
22、und Speed propagation. prEN 14157, Natural stone test methods Determination of abrasion resistance. prEN 14205, Natural stone test methods Determination of Knoop hardness. prEN 14231, Natural stone test methods Determination of slip resistance by means of the pendulum tester. prEN (WI 00246018), Nat
23、ural stone test methods Determination of static elastic modulus. prEN 14158, Natural stone test methods Determination of rupture energy. prEN 14147, Natural stone test methods Determination of resistance to ageing by salt mist. It is intended that other ENs should call up this EN 13364 as the basis
24、of evaluation of conformity. (Nevertheless it is not intended that all natural stones products should be subjected regularly to all the listed tests. Specifications in other standards should call up only relevant test methods.) This European Standard has an Annex A (normative). According to the CEN/
25、CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden,
26、 Switzerland and the United Kingdom.EN 13364:2001 (E) 4 1 Scope This European Standard specifies a test method to determine the breaking load at the dowel hole of natural stones used for cladding or lining in building. 2 Normative references This European Standard incorporates by dated or undated re
27、ference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incor
28、porated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 10088-1, Stainless steels Part 1: List of stainless steels. EN 12390-4, Testing hardened concrete Part 4: Compressive strength Specification for testing
29、 machines. EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements. 3 Principle This test consists of applying a force in 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
30、 the breaking load of the specimen. 4 Symbols d is the thickness of the test specimen, in millimetres d 1 is the distance from the hole wall to the face where fracture occurs, in millimetres b A is the maximum distance of the centre of the hole to the fracture edge on the face, in millimetres F is t
31、he individual breaking load, in newtons 1 d is the mean value of d, in millimetres F is the mean value of F, in newtons A b is the mean value of A b , in millimetresEN 13364:2001 (E) 5 5 Apparatus 5.1 A balance capable of weighing the specimens with an accuracy of 0,01 % of their mass. 5.2 A ventila
32、ted oven capable of maintaining a temperature of (70 5) C. 5.3 A linear measuring device with an accuracy of 0,05 mm. 5.4 A rotary drilling machine equipped with a diamond or tungsten carbide tipped bit. 5.5 A testing machine of appropriate force in accordance with EN 12390-4 and calibrated accordin
33、g 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 the dowel (see Figure 2). 5.8 A room or chamber in which the temperature of the air can be maintained at (20 5) C. 6 Pre
34、paration 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 bedding or anisotropy shall be indicated on each specimen by means of at least two parallel lines. 6.2 Test specimens 6.2
35、.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 the position of the planes of anisotropy and the thickness and surface finish of the elements in the cladding are not know
36、n. 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 elements in the cladding are known. In this case the major faces of the specimens shall have the same orientation of the face th
37、at 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 anisotropy 10 tests of Type 0 (see Figure 3) shall be made on three specimens. If the stone shows planes of anisotropy: 1
38、0 tests of Type I (see Figure 4) shall be made on three specimens cut parallel to the planes of anisotropy; 10 tests of Type IIa (see Figure 5) and 10 tests of Type IIb (see Figure 6) shall be made on five specimens cut perpendicular to the planes of anisotropy.EN 13364:2001 (E) 6 Dimensions in mill
39、imetres a) General view b) Detail of a plate suitable for tests on specimens having dimensions of 200 mm 200 mm Key 1 Specimen 2 Dowel 3 Metal plate F Force applied on the specimen L Length of the specimen d Thickness of the metal plate Figure 1 Clamping device to hold the specimen in placeEN 13364:
40、2001 (E) 7 Dimensions in millimetres Key 1 Specimen 2 Dowel 3 Device for applying load F Force applied on the specimen Figure 2 Device for applying loads perpendicular to the axis of the dowel Figure 3 Test arrangement for a specimen without planes of anisotropy (Type 0)EN 13364:2001 (E) 8 Figure 4
41、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 applied parallel to the planes of anisotropy (Type IIa) Figure 6 Test arrangement for a specimen with the load applied parallel to the edges
42、 of the planes of anisotropy (Type IIb) 6.2.3 Surface finish of the specimens a) Identification test The surface finish on the faces and sides of the specimens shall be sawn, honed or polished. b) Technological test The surface finish on the faces and sides of the specimens shall be carried out acco
43、rding to the application (for example sawn, honed, polished, sanded, rubbed, flamed, bush-hammered, riven).EN 13364:2001 (E) 9 6.2.4 Dimensions of the specimens a) Identification test The specimens are square slabs with faces (200 1) mm and a thickness of (30 3) mm. The permissible deviation on the
44、squareness is a maximum of 2 mm. b) Technological test The specimens are square slabs with the following dimensions: Thickness Dimensions 20 mm to 65 mm 200 mm 200 mm 65 mm to 80 mm 300 mm 300 mm 6.2.5 Location of the holes a) Identification test The centre of the hole shall be situated between 98 m
45、m 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 shall be (10 2,0) 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 thi
46、ckness of stone between the edge of the hole and the face to be tested shall be according to the application, measured to the nearest 0,5 mm. 6.2.6 Dimensions and tolerances of the holes a) Identification test The diameter of the holes shall be (10 0,5) mm. The depth of the holes shall be (30 2) mm.
47、 b) Technological test The diameter of the holes shall be in accordance with the requirement of the application. The depth of the hole shall be (30 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.EN 13364:2001 (E) 1
48、0 6.2.8 Planes of anisotropy If the stone shows planes of anisotropy, the specimens are to be prepared in accordance with one of the 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 th
49、e stone with respect to the position of the planes of anisotropy is known, the test shall be carried out with the force applied on 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 perpendicular orientations and the total number
