《BS-EN-13364-2002.pdf》由会员分享,可在线阅读,更多相关《BS-EN-13364-2002.pdf(20页珍藏版)》请在三一文库上搜索。
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 LAW Licensed Copy: sheffieldun sheff
2、ieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS EN 13364:2002 This British Standard, 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 Strate
3、gy Committee on 31 January 2002 BSI 31 January 2002 ISBN 0 580 38992 8 National foreword This British Standard 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
4、: A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references 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 “Inte
5、rnational Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. 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
6、 British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the 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 Europea
7、n developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside 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 publi
8、cation Amd. No. DateComments Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13364 November 2001 ICS 73.020; 91.100.15 English version Natural stone test methods Determination of the break
9、ing 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 was approved by CEN on 29 September 2001. CEN members are bound to comply with the C
10、EN/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 obtained on application to the Management Centre or to
11、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 Centre has the same status as the official versions. C
12、EN 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 COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORM
13、ALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2001 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13364:2001 E Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00
14、:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 2 Contents Page Foreword.3 1Scope .4 2Normative references .4 3Principle.4 4Symbols .4 5Apparatus 5 6Preparation of the specimens5 6.1Sampling and position of bedding.5 6.2Test specimens.5 6.2.1General .5 6.2.2Number of specimens.5 6.2.3Surface
15、finish of the specimens8 6.2.4Dimensions of the specimens.9 6.2.5Location of the holes.9 6.2.6Dimensions and tolerances of the holes.9 6.2.7Drilling the holes9 6.2.8Planes of anisotropy10 6.2.9Conditioning10 6.2.10Measuring d and d1.10 7Dowels10 7.1Dimensions and tolerances.10 7.2Material .10 7.3Pla
16、cing the dowels10 8Test procedure11 9Expression of the results.11 10Test report .11 Annex A (normative) Statistical evaluation of the test results.13 A.1Scope13 A.2Symbols and definitions13 A.3Statistical evaluation of test results.14 Bibliography.17 Licensed Copy: sheffieldun sheffieldun, na, Mon O
17、ct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 3 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 b
18、y 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 the fo
19、llowing parts: EN 1925, Natural stone test methods Determination of water absorption 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 porosit
20、y. EN 12370, Natural stone test methods Determination of resistance to salt crystallization. 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 Determin
21、ation of frost resistance. prEN 13161, Natural stone test methods Determination 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 atmosphe
22、ric pressure. prEN 13919, Natural stone test methods Determination of resistance to ageing by SO2 action 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 c
23、oefficient. prEN (WI 00246012), Natural stone test methods Determination of sound 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 Determinati
24、on of slip resistance by means of the pendulum tester. prEN (WI 00246018), Natural 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
25、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 in other standards should call up only relevant test meth
26、ods.) This European Standard has an Annex A (normative). According to the CEN/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, Icel
27、and, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 4 1 Scope This European Standard specifies a test method to
28、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 reference, provisions from other publications. These normative references are cited at the appropriate places in the
29、 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 incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to a
30、pplies (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 machines. EN 197-1, Cement Part 1: Composition, specifications and conformity criteria for common cements. 3 Prin
31、ciple 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 the breaking load of the specimen. 4 Symbols dis the thickness of the test specimen, in millimetres d1is the dist
32、ance from the hole wall to the face where fracture occurs, in millimetres bAis the maximum distance of the centre of the hole to the fracture edge on the face, in millimetres Fis the individual breaking load, in newtons 1 dis the mean value of d, in millimetres Fis the mean value of F, in newtons A
33、bis the mean value of A b, in millimetres Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 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 ventilated oven capable
34、 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 according to this standa
35、rd. 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 Preparation of the
36、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 6.2.1 General The t
37、est 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 known. Technological
38、 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 that will be loade
39、d 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: 10 tests of Type
40、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. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 3
41、0 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 6 Dimensions in millimetres a) General view b) Detail of a plate suitable for tests on specimens having dimensions of 200 mm ? 200 mm Key 1Specimen 2Dowel 3Metal plate FForce applied on the specimen LLength of the specimen dThic
42、kness of the metal plate Figure 1 Clamping device to hold the specimen in place Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 7 Dimensions in millimetres Key 1Specimen 2Dowel 3Device for applying load FForce applied on th
43、e 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) Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 8 Figure 4
44、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
45、 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
46、rding to the application (for example sawn, honed, polished, sanded, rubbed, flamed, bush-hammered, riven). Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 10:06:56 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13364:2001 (E) 9 6.2.4 Dimensions of the specimens a) Identification test The spec
47、imens are square slabs with faces (200 1) mm and a thickness of (30 3) mm. The permissible deviation on the squareness is a maximum of 2 mm. b) Technological test The specimens are square slabs with the following dimensions: ThicknessDimensions 20 mm to 65 mm200 mm ? 200 mm 65 mm to 80 mm300 mm ? 30
48、0 mm 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 shall be (10 2,0) mm, measured to the nearest 0,5 mm.
49、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 0,5 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. b) Technological test The diameter of the holes shall be in ac
链接地址:https://www.31doc.com/p-3740962.html