ASTM C503 C503M-2015 Standard Specification for Marble Dimension Stone《大理石规格石料的标准规格》.pdf

《ASTM C503 C503M-2015 Standard Specification for Marble Dimension Stone《大理石规格石料的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C503 C503M-2015 Standard Specification for Marble Dimension Stone《大理石规格石料的标准规格》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C503/C503M 10C503/C503M 15Standard Specification forMarble Dimension Stone1This standard is issued under the fixed designation C503/C503M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A nu

2、mber in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the material characteristics, physical requirements, and sampling appropriate to the selection ofmarble for gen

3、eral building and structural purposes. Refer to Guides C1242 and C1528 for the appropriate selection and use ofmarble dimension stone.1.2 Dimension marble shall include stone that is sawed, cut, split, or otherwise finished or shaped into blocks, slabs or tiles, andshall specifically exclude molded,

4、 cast and artificially aggregated units composed of fragments, and also crushed and broken stone.1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used

5、independently of the other. Combining values from thetwo systems may result in non-conformance with the standard.2. Referenced Documents2.1 ASTM Standards:2C97/C97M Test Methods for Absorption and Bulk Specific Gravity of Dimension StoneC99/C99M Test Method for Modulus of Rupture of Dimension StoneC

6、119 Terminology Relating to Dimension StoneC170/C170M Test Method for Compressive Strength of Dimension StoneC241/C241M Test Method for Abrasion Resistance of Stone Subjected to Foot TrafficC880/C880M Test Method for Flexural Strength of Dimension StoneC1242 Guide for Selection, Design, and Installa

7、tion of Dimension Stone Attachment SystemsC1353 Test Method for Abrasion Resistance of Dimension Stone Subjected to Foot Traffic Using a Rotary Platform AbraserC1528 Guide for Selection of Dimension Stone3. Terminology3.1 DefinitionsAll definitions are in accordance with Terminology C119.4. Classifi

8、cation4.1 Dimension marble is classified as follows:4.1.1 I Calcite.4.1.2 II Dolomite.NOTE 1See Terminology C119 for definitions of calcite and dolomite.5. Soundness5.1 Marbles are further classified into four “Soundness” groups: A, B, C, and D. Classifications are based on the propertiesencountered

9、 in fabrication and has no reference whatsoever to comparative merit or value. Marble is classified by its producer.5.2 The Soundness classifications indicate what repairs may be necessary prior to or during installation, based on standard tradepractices.1 This specification is under the jurisdictio

10、n of ASTM Committee C18 on Dimension Stone and is the direct responsibility of Subcommittee C18.03 on MaterialSpecifications.Current edition approved Sept. 1, 2010Dec. 1, 2015. Published October 2010January 2016. Originally approved in 1962. Last previous edition approved in 20082010 asC503 08a.C503

11、/C503M 10. DOI: 10.1520/C0503_C0503M-10.10.1520/C0503_C0503M-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM websi

12、te.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior

13、editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.3 The groupings A, B, C, and D, should be t

14、aken into account when specifying marble, for all marbles are not suitable forall building applications. This is particularly true of the comparatively fragile marbles classified under Soundness Groups C andD, which may need additional fabrication before or during installation. Only Soundness GroupA

15、marble should be used for exteriorinstallations, or any applications that require the stone panel to resist lateral loads or to bear weight without reinforcement.5.3.1 The four groups are:Group ASound marbles with uniform and favorable working qualities; containing no geological flaws, voids, spalls

16、, cracks,open seams, pits or other defects.Group B Marble similar in soundness to Group A, but with less favorable working qualities; may have some minor smallholes or voids that may require a limited amount of one or more of the following: waxing3, sticking4, and filling5.Group CMarble with some va

17、riations in working qualities; geological flaws, voids, and lines of separation are common. Itis standard practice to repair these variations by one or more of the following methods: waxing3, sticking4, filling5, cementing, orother forms of additional reinforcement.Group D Marbles similar in soundne

18、ss to Group C, but containing a larger proportion of natural faults, maximum variationsin working qualities, and requiring more of the same methods of finishing.66. Physical Properties6.1 Marble supplied under this specification shall conform to the physical requirements prescribed in Table 1.6.2 Ma

19、rble for exterior dimension use shall be Soundness GroupAstone, free of spalls, cracks, open seams, pits, or other defectsthat are likely to impair its structural integrity in its intended use.6.3 Marble for interior use may be Soundness Group A, B, C or D.6.4 Soundness Group B and C marbles can be

20、reinforced, filled or cemented for use on light- to medium-duty walking surfacesand other interior applications.6.5 Soundness Group D marbles can be reinforced, filled or cemented for use on vertical interior applications. This group mayalso be suitable for use in some light-to medium-duty interior

21、pedestrian surface applications.7. Sampling7.1 Samples for testing to determine the characteristics and physical properties shall be representative of the marble to be used.3 Waxing refers to the practice of filling minor surface imperfections such as voids or sand holes with melted shellac, cabinet

22、makers wax or certain polyester compounds.It does not refer to the application of paste wax to make the surfaces shinier.4 Sticking describes the butt edge repair of a broken piece now generally done with dowels, cements or epoxies. The pieces are “stuck” together, thus “sticking.”5 Fillingvoids, su

23、ch as those which occur naturally in marble, can be filled with polyester compounds.6 A “liner” is usually a thin slab of stone cemented to the back of a piece of finished marble for reinforcing.TABLE 1 Physical RequirementsNOTE 1The values in Table 1 were established using samples prepared accordin

24、g to the individual test methods. Finishes, other than those specifiedin the individual test methods, may result in a deviation from established values.Physical Property Test Requirements Classification(s) Test Method(s)Absorption by weight, max, % 0.20 I, II C97/C97MDensity, min, lb/ft3 (kg/m3) 162

25、 2600 I CalciteA C97/C97M175 2800 II DolomiteA C97/C97MCompressive strength, min, psi (MPa) 7500 52 I, II C170/C170MModulus of rupture, min, psi (MPa) 1000 6.9 I, II C99/C99MAbrasion resistance, min, HA B,C,D 10 I, II C241/C241M/C1353Abrasion resistance, min, Ha B,C 10 I, II C241/C241M/C1353Flexural

26、 strength, min, psi (MPa) 1000 6.9 I, II C880/C880MA See Terminology C119 for definitions of calcite and dolomite.B Pertains to light foot traffic only. On commercial or institutional stairways, floors, and platforms subject to heavy foot traffic, a minimum abrasion hardness of 12.0 isrecommended. W

27、here two or more marbles are combined for color and design effects, there should be no greater difference than 5 points in abrasion resistance.C The supplier of the No. 60 Alundum abrasive, Norton, has indicated that the formula for Norton treatment 138S has been changed. The new abrasive is currren

28、tly moreaggressive, resulting in lower abrasive hardness values (Ha) than when the standard was initially established. As such, care should be taken when interpreting Ha valuesfrom tests using the new abrasive, particularly with regard to currentASTM stone standard specification requirements for abr

29、asion resistance, which were developed whenthe original abrasive was still in use. Committee C18 is actively studying alternatives to address this issue.C Abrasion Resistance Test Method C1353 will eventually replace Test Method C241/C241M. It is not necessary to perform both tests.Availability of t

30、he proper equipmentand materials by the testing laboratory may determine which test is performed.C503/C503M 1528. Keywords8.1 calcite; dolomite; marbleASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Use

31、rs of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every

32、 five years andif not revised, either reapproved or withdrawn.Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technica

33、l committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken,

34、 PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 153