ASTM C410-1960(2003) Standard Specification for Industrial Floor Brick《工业用地面砖》.pdf

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1、Designation: C 410 60 (Reapproved 2003)Standard Specification forIndustrial Floor Brick1This standard is issued under the fixed designation C 410; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number

2、in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers brick made from clay or shaleor mixtures thereof and are suitable for surfacing industrialfloors. Ceramic shapes kn

3、own as quarry tile are not covered bythis specification. Four types of industrial floor brick arecovered (Note 1):1.1.1 Type TFor use where a high degree of resistance tothermal and mechanical shock is required but low absorption isnot required.1.1.2 Type HFor use where resistance to chemicals andth

4、ermal shock are service factors but low absorption is notrequired.1.1.3 Type MFor use where low absorption is required.Brick of this type are normally characterized by limitedmechanical (impact) shock resistance but are often highlyresistant to abrasion.1.1.4 Type LFor use where minimal absorption a

5、nd a highdegree of chemical resistance are required. Brick of this typeare normally characterized by very limited thermal and limitedmechanical (impact) shock resistance but are highly resistant toabrasion.NOTE 1Discussion of Types of Floor BrickThe four types of brickincluded in this specification

6、are designed to cover the diverse needs ofmany industries for floor units. Recognizing that the requirements ofprimary aluminum producers for floor brick are quite different from thoseof chemical manufacturers, and similarly, that the needs of a builder forbrick with which to pave an airport termina

7、l building may vary consid-erably from those of food processing plants, for example, a minimum offour brick types has been deemed necessary. The factors of absorption andchemical resistance have been selected as the bases for the classificationsystem.1.2 The values stated in inch-pound units are to

8、be regardedas the standard. The values given in parentheses are forinformation only.2. Referenced Documents2.1 ASTM Standards:C67 Test Methods of Sampling and Testing Brick andStructural Clay Tile2C 279 Specification for Chemical-Resistant Masonry Units23. Physical Properties3.1 Brick shall conform

9、to the physical requirements for thetype specified as prescribed in Table 1.4. Sizes4.1 The sizes of brick shall be as specified by the purchaser.The maximum permissible variations in dimensions of indi-vidual units shall not exceed those given in Table 2.5. Warpage5.1 Tolerances for deviation of fa

10、ce or edges of individualbrick from a plane surface and from a straight line, respec-tively, shall not exceed the maximum values specified in Table3.6. Texture6.1 The texture of the finished surface that will be exposedwhen in place shall conform to an approved sample consistingof not less than four

11、 bricks, each representing the texturedesired.7. Sampling and Testing7.1 The brick shall be sampled and tested for modulus ofrupture, absorption, measurement of size, and measurement ofwarpage in accordance with Test Methods C67 and forchemical resistance in accordance with the sulfuric acidsolubili

12、ty test in Section 7 on a sulfuric acid solubility test inSpecification C 279.1This specification is under the jurisdiction of ASTM Committee C15 onManufactured Masonry Units and is the direct responsibility of SubcommitteeC15.02 on Brick and Structural Clay Tile.Current edition approved June 10, 20

13、03. Published July 2003. Originallyapproved in 1957. Last previous edition approved in 1997 as C 410 60(1997).2Annual Book of ASTM Standards, Vol 04.05.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.ASTM International takes no posit

14、ion 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 rights, and the riskof infringement of such rights, are entirely their own responsibilit

15、y.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 revision of this standard or for additional standardsand should be addressed to ASTM

16、 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 you shouldmake your views known to the ASTM Committee on Standards, at the address s

17、hown 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 be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-8

18、32-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).TABLE 1 Physical and Chemical RequirementsDesignationMinimum Modulus of Rupture(brick flatwise), psi (MPa)gross areaMaximum WaterAbsorption by 5 hBoiling, %MaximumMass Lossby ChemicalResistanceTest, %Average of 5 B

19、rick Individual Average of 5 Brick IndividualType T 1000 (6.9) 750 (5.2) 10 12AType H 1000 (6.9) 750 (5.2) 6 7 20Type M 2000 (13.8) 1500 (10.3) 2 2.5AType L 2000 (13.8) 1500 (10.3) 1 1.5 8ANo requirement.TABLE 2 Permissible Variations in DimensionsSpecified Dimensions,in. (mm)Maximum Permissible Var

20、iations in Dimensions betweenLargest and Smallest Unit in One Lot,Ain. (mm)Up to 2 (50.8), incl116 (1.6)Over 2 to 4 (50.8 to 101.6), incl12 (3.2)Over 4 to 9 (101.6 to 228.6), incl316 (4.8)Over 9 to 12 (228.6 to 304.8), incl14 (6.4)ASize of the lot shall be determined by agreement between the purchaser and the seller.TABLE 3 Tolerances on WarpageMaximum Face Dimension, in. (mm) Maximum Permissible Deviation, in. (mm)Up to 9 (228.6), incl116 (1.6)Over 9 to 12 (228.6 to 304.8), incl332 (2.4)C 410 60 (2003)2