DIN EN 14618-2009 Agglomerated stone - Terminology and classification English version of DIN EN 14618 2009-10《人造合成石 术语和分级 DIN EN 14618 2009-10的英文版本》.pdf

《DIN EN 14618-2009 Agglomerated stone - Terminology and classification English version of DIN EN 14618 2009-10《人造合成石 术语和分级 DIN EN 14618 2009-10的英文版本》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 14618-2009 Agglomerated stone - Terminology and classification English version of DIN EN 14618 2009-10《人造合成石 术语和分级 DIN EN 14618 2009-10的英文版本》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、October 2009DEUTSCHE NORM English price group 9No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 01.040.91; 91.100.15!$Z

2、U“1550450www.din.deDDIN EN 14618Agglomerated stone Terminology and classificationEnglish version of DIN EN 14618:2009-10Knstlich hergestellter Stein Terminologie und KlassifizierungEnglische Fassung DIN EN 14618:2009-10SupersedesDIN EN 14618:2005-06www.beuth.deDocument comprises pages14DIN EN 14618:

3、2009-10 National foreword This standard has been prepared by Technical Committee CEN/TC 246 “Natural stones” (Secretariat: UNI, Italy). At present a DIN committee does not exist for this standard since the parties concerned have not shown any interest in work on the subject. The Normenausschuss Mate

4、rialprfung (Materials Testing Standards Committee) is obliged to publish the standard, however, as the subject falls in its domain. Amendments This standard differs from DIN EN 14618:2005-06 as follows: a) The definitions of some terms have been modified. b) The terms “grit” (4.1.7), “shelf life” (5

5、.21) and “rough slab” (6.6) have been deleted. c) The terms “agglomerated stone product” (3.2), “moulding under vacuum” (5.17), “open cast moulding” (5.18), “polished finish” (5.19), “cut to size slab” (6.4) and “textured upper face slab” (6.9) have been added. Previous editions DIN EN 14618: 2005-0

6、6 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14618 July 2009 ICS 01.040.91; 91.100.15 Supersedes EN 14618:2005 English Version Agglomerated stone Terminology and classification Pierre agglomre Terminologie et classification Knstlich hergestellter Stein Terminologie und Klassifizierung Th

7、is European Standard was approved by CEN on 21 May 2009. 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 reference

8、s concerning such national standards may be obtained on application to the CEN 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 translationunder the responsibility of a CEN member into

9、its own language and notified to the CEN Management Centre has the same status as theofficial versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Li

10、thuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 200

11、9 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14618:2009: EContents Foreword 31 Scope . 42 Normative references . 43 Terms and definitions 44 Terminology of agglomerated stones 54.1 Terms of fragmented aggregates 54.2 Terms of

12、paste components 75 Terminology of the manufacturing process 86 Terminology of the final product 10Bibliography . 122DIN EN 14618:2009-10 EN 14618:2009 (E) Foreword This document (EN 14618:2009) has been prepared by CEN/TC JWG 229/246 “Agglomerated stones”, the secretariat of which is held by UNI. T

13、his 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 January 2010, and conflicting national standards shall be withdrawn at the latest by January 2010. Attention is drawn to the possibility that some of

14、 the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 14618:2005. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the f

15、ollowing countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia,

16、Slovenia, Spain, Sweden, Switzerland and the United Kingdom. 3DIN EN 14618:2009-10 EN 14618:2009 (E) 1 Scope This document specifies the terminology and classification of the agglomerated stone products. Agglomerated stone products are industrial products mainly made of hydraulic cement, resin or mi

17、xture of both, stones and other additions. They are industrially manufactured in geometrical shapes at fixed plants by moulding techniques. They are put on the market in the form of rough blocks, rough slabs, slabs, tiles, dimensional stone works, and any other cut to size products. All other agglom

18、erated stones products not intended to be used for flooring, wall finishes and similar uses (like drainage channels, structural elements, etc.) are excluded from the field of this standard. This European Standard is not applicable to terrazzo tiles covered by EN 13748-1 1 and EN 13748-2 2. 2 Normati

19、ve references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 12670:2001, Natural stone Termin

20、ology 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 12670:2001 and the following apply. 3.1 agglomerated stone industrial product manufactured from a mixture of aggregates of various sizes and natures (generally coming from natural stones), sometime

21、s mixed with other compatible materials, additions and binder NOTE The binder could be resin, hydraulic cement or mixture of both (in various percentages). Aggregates consist of natural and/or recycled stones and/or different additions such as crushed ceramics, glass, mirrors. They are bound via res

22、in and filler or cement and water or mixture of both. The manufacturing process is irreversible. 3.2 agglomerated stone product semi-finished product manufactured from agglomerated stone in form of blocks or slabs, which can be transformed in finished slabs, tiles, vanity tops or similar elements. N

23、OTE Under the agglomerated stones term fall architectural elements, complementary to products for flooring and wall finishes, which can or cannot be subsequently cut to size. Products manufactured by the technology of the agglomerated stones could be impregnated by suitable chemicals in order to wat

24、erproof/seal open pores. The products can be also sealed with putty in order to fill in the surface defects accidentally present in some natural stones and other aggregates. 3.3 classification of agglomerated stones classification according to the type of the binder and the nature of the aggregates

25、of the agglomerated stone product NOTE If the volume of the binding material is greater than the volume of the aggregates, the resulting material cannot be classified as agglomerated stone. 4DIN EN 14618:2009-10 EN 14618:2009 (E) 3.3.1 classification according to the type of the binder classificatio

26、n according to the binder of the agglomerated stone product, i.e. resin, hydraulic cement or mixtures of resin and cement NOTE Agglomerated stone product can be bound by resin (e.g. thermosetting resin) or by other suitable organic or inorganic polymer which can be irreversibly hardened Agglomerated

27、 stone product can be bound by hydraulic cement (white or grey). Agglomerated stone product can be bound by mixtures of resin and cement. 3.3.2 classification according to the mineral nature of the aggregates classification according to the mineral nature of the agglomerated stone product, i.e. carb

28、onate nature, silica nature or carbonate and silica nature NOTE Agglomerated stone product can be constituted of aggregates of carbonate nature e.g. marble, limestone, etc. Agglomerated stone product can be constituted of aggregates of silica nature e.g. quartz, sandstone, granite, etc. Agglomerated

29、 stone product either of carbonate or of silica nature can contain aggregates such as crushed ceramics, glass, mirrors, etc. Agglomerated stone product can be constituted of aggregates of both carbonate and silica nature. 4 Terminology of agglomerated stones 4.1 Terms of fragmented aggregates 4.1.1

30、natural aggregate mixture of natural stone fragments which are derived either from incoherent rocks (sand) or fragmented coherent carbonate type rocks or silica-type rocks (granite, quartzite, etc.), and whose maximum linear size may be either 150 mm or more NOTE 1 Calcium Carbonate: a solid, formul

31、a CaCO3, occurring in nature as calcite and its polymorphous minerals. NOTE 2 Carbonate: a chemical compound containing CO32-group. 4.1.2 continuous particle size distribution mixture of aggregates with a continuous particle size distribution scale up to a maximum value, depending on the nature of t

32、he material and the comminution method 4.1.3 de-powdered continuous particle size distribution continuous particle size distribution without the fraction smaller than 0,2 mm 4.1.4 granite (commercial definition) natural stone, compact and polishable, mainly consisting of minerals with a hardness bet

33、ween 5 and 7 on the Mohs scale 5DIN EN 14618:2009-10 EN 14618:2009 (E) 4.1.5 filler finely ground powder usually below 45 m used as a component in the formulation, to be coupled with the binding material to form the binding paste 4.1.6 particle size predominant average diameter of particles in a mix

34、ture of aggregates 4.1.7 intermediate aggregate mixture of aggregates which forms a restricted intermediate grain size fraction between the maximum selected size and generally 45 m 4.1.8 limestone sedimentary rock consisting chiefly of calcite, CaCO3 4.1.9 marble (commercial definition) natural ston

35、e compact and polishable, mainly consisting of minerals with hardness between 3 and 4 on the Mohs scale 4.1.10 quartz silicate mineral of the formula SiO2 4.1.11 quartzite methamorphic rock consisting essentially of quartz 4.1.12 sand mineral sediment of size range 0,06 mm to 4 mm, commercially inte

36、nded constituted by SiO2 4.1.13 sandstone sedimentary rock composed of grains from quartz, feldspath, mica and minor fragments from other rocks 4.1.14 selected aggregate mixture of aggregates selected by classification with a grain size distribution subdivided into two pre-selected size ranges 4.1.1

37、5 sieve analysis measurement of the grain size distribution by sieve selection and classification 4.1.16 silica silicon dioxide (formula SiO2) 6DIN EN 14618:2009-10 EN 14618:2009 (E) 4.2 Terms of paste components 4.2.1 accelerator (promoter) chemical additive used to make faster the action of the in

38、itiator and, in general, the setting of the binder 4.2.2 additive chemical product added to a mixture in small amount to obtain particular aesthetical or technical characteristics 4.2.3 binder organic or inorganic chemical product used to bind via an irreversible process the aggregates and the fille

39、r in an agglomerated stone 4.2.4 gel semi-solid or jellylike state of a thermosetting resin due to the partial reaction (cross-linking) of the polymer chains 4.2.5 impregnating product organic material by which the stone agglomerate may be impregnated to improve the physical - mechanical product pro

40、perties 4.2.6 inhibitor chemical additive used to make slower the hardening in a thermosetting resin, so increasing its pot life NOTE See 5.20. 4.2.7 initiator (hardener) chemical additive able to make faster the hardening of a thermosetting resin 4.2.8 inorganic binding paste mixture of inorganic b

41、inding material (generally Portland cement, white or grey), filler and mixing water 4.2.9 matrix mixture of organic or inorganic binding paste, sometimes including the intermediate aggregates 4.2.10 mixture mixture of the binding paste, and of the aggregates, including the additions of chemicals, an

42、d sometimes pigments and compatible materials 4.2.11 mortar mixture of water, cement and sand (sometimes including chemical additives) 7DIN EN 14618:2009-10 EN 14618:2009 (E) 4.2.12 organic binding paste mixture of organic binding material (generally a thermosetting resin) and the filler 4.2.13 pigm

43、ent substance, generally in the form of fine particles, which is insoluble in the application medium and whose sole purpose is to colour the matrix 4.2.14 cement hydraulic binder used to form the inorganic binding paste, with water NOTE See EN 197-1 3. 4.2.15 putty stiff paste sometimes used to fill

44、 cracks or holes (when present) in natural stones 4.2.16 resin liquid chemical product, which can be a mixture constituted of polymers and monomers or a different organic molecule that can be hardened via chemical and/or thermal process without the possibility to be melted 5 Terminology of the manuf

45、acturing process 5.1 block squaring see EN 12670:2001, 2.2.4 5.2 bush hammered finish see EN 12670:2001, 2.3.8 5.3 calibrating, honing and polishing automatic operation made by machines in a series to form an integrated line generally consisting of a feed belt and a number of honing/polishing heads

46、with varying grit sizes 5.4 chamfering operation by which the edges of the surface of a tile are bevelled and rectified 5.5 cement hydration reaction between water and the cement which first conducts to mixture viscosity increase and subsequently to its hardening 5.6 cold curing hardening reaction o

47、f a thermosetting resin which occurs, in presence of an initiator, for the action of an accelerator 8DIN EN 14618:2009-10 EN 14618:2009 (E) 5.7 cure reaction of cross-linking or polymerization of the molecules of a resin which conducts to the transformation of a liquid resin to a hardened state 5.8

48、cure time time required by the liquid resin to reach a cured or fully polymerized state after the initiator has been added 5.9 flamed finish type of stone surface conditioning obtained by thermal treatment of the stone surface by a high temperature flame in a very short time 5.10 gel time time requi

49、red to change a flowable resin to a non-flowable gel condition 5.11 ground finish surface treatment obtained by means of a grinding disk bonded with silicium carbide to produce a flat, uniform surface 5.12 hardening of a thermosetting resin change in the physical properties of a fluid resin, obtained through a thermal or chemical reaction, by which the resin assumes a solid structure and develops mechanical strength 5.13 honed finish surface treatment to obtain a dull polish or matt surface 5.14 hot curing hardening react