ASTM C629 C629M-2015 Standard Specification for Slate Dimension Stone《板岩规格石料的标准规格》.pdf

1、Designation: C629/C629M 10C629/C629M 15Standard Specification forSlate Dimension Stone1This standard is issued under the fixed designation C629/C629M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A num

2、ber 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 ofslate for gener

3、al building and structural purposes. Refer to Guides C1242 and C1528 for the appropriate selection and use of slatedimension stone.1.2 Dimension slate shall include stone that is sawed, cut, split, or otherwise finished or shaped, and shall specifically excludemolded, cast, or otherwise artificially

4、 aggregated units composed of fragments, and also crushed and broken stone.1.3 It specifically excludes roofing slate (see Specification C406/C406M) and slate for industrial uses.1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated

5、 in eachsystem may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from thetwo systems may result in non-conformance with the standard.2. Referenced Documents2.1 ASTM Standards:2C119 Terminology Relating to Dimension StoneC120/C120M Test Me

6、thods for Flexure Testing of Structural and Roofing SlateC121/C121M Test Method for Water Absorption of SlateC217/C217M Test Method for Weather Resistance of SlateC241/C241M Test Method for Abrasion Resistance of Stone Subjected to Foot TrafficC406/C406M Specification for Roofing SlateC1242 Guide fo

7、r Selection, Design, and Installation 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

8、with Terminology C119.4. Classification4.1 Dimension slate shall be selected for the following uses:4.1.1 I Exterior.4.1.2 II Interior.5. Physical Requirements5.1 Slate supplied under this specification shall conform to the requirements listed in Table 1.5.2 Slate used for exterior applications in a

9、mbient acidic atmospheres or in industrial areas where heavy air pollution occursshall be free of carbonaceous ribbons. Slate shall be sound, durable, and free of spalls, cracks, open seams, pits, or other defectsthat are likely to impair its structural integrity in its intended use.1 This specifica

10、tion is under the jurisdiction 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 2010December 2015. Originally approved in 1968. Last previous edition approv

11、ed in 20082010as C629 08.C629/C629M 10. DOI: 10.1520/C0629_C0629M-10.10.1520/C0629_C0629M-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 S

12、ummary page on the ASTM website.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 recomme

13、nds that users consult prior 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 Slate shall

14、be selected for overall satisfactory and natural appearance.5.4 The desired color and texture, with their permissible natural variations in material characteristics for all material to beproduced for the project, shall be established by control samples. Select representative samples by viewing a suf

15、ficient number ofphysical samples prior to production that show the complete range of variations in color and texture of the slate specified.6. Sampling6.1 Samples, if required, for testing to determine the characteristics and physical properties shall be representative of the slateto be used.7. Key

16、words7.1 acid resistance; carbonaceous ribbons; slateASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent ri

17、ghts, 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 five years andif not revised, either reapproved or withdrawn.Your comments are invited either for

18、 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 technical committee, which you may attend. If you feel that your comments have not received a fair hearing

19、 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, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may

20、 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,

21、 MA 01923, Tel: (978) 646-2600; http:/ 1 Physical RequirementsNOTE 1The values in Table 1 were established using samples prepared according to the individual test methods. Finishes, other than those specifiedin the individual test methods, may result in a deviation from established values.Property T

22、est Require-ments Classifications Test Method(s)Absorption, max, % 0.25 I Exterior C121/C121M0.45 II InteriorModulus of rupture,min, psi (MPa):Across grain 9000 62 I Exterior C120/C120M7200 50 II InteriorAlong grain 7200 50 I Exterior5500 38 II InteriorAbrasion resistance, 8.0 I Exterior C241/C241M/

23、C1353min, HaA,B,C 8.0 II Interiormin, HaA,B 8.0 II InteriorAcid resistance, max, 0.015 0.38 I Exterior C217/C217Min. mm 0.025 0.64 II InteriorA Pertains only to stone subject to foot traffic.B The supplier of the No. 60 Alundum abrasive, Norton, has indicated that the formula for Norton treatment 13

24、8S has been changed. The new abrasive is currrently 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 s

25、tone standard specification requirements for abrasion resistance, which were developed whenthe original abrasive was still in use. Committee C18 is actively studying alternatives to address this issue.B Abrasion Resistance Test Method C1353 will eventually replace Test Method C241/C241M and it is not necessary to perform both tests. Availability of the properequipment and materials by the testing laboratory may determine which test is performed.C629/C629M 152