ASTM C410-2008 Standard Specification for Industrial Floor Brick.pdf

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1、Designation: C 410 08Standard 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 in parentheses ind

2、icates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers brick made from clay or shaleor mixtures thereof and are suitable for surfacing industrialfloors. Ceramic shapes known as quarry tile

3、 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 andthermal shock are se

4、rvice 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 and a highdegree of

5、 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 are designed to co

6、ver the diverse needs ofmany industries for floor units. Recognizing that the requirements ofprimary aluminum producers are quite different from those of chemicalmanufacturers, and similarly, that the need of a builder for brick withwhich to pave an airport terminal building may vary considerably fr

7、omthose of food processing plants, for example, a minimum of four bricktypes has been deemed necessary. The factors of modulus of rupture,water absorption, and chemical resistance have been selected as the basisfor the classification system.1.2 The values stated in inch-pound units are to be regarde

8、das standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2C67 Test Methods for Sampling and Testing Brick andStructural Clay TileC 279 Specification for Chemic

9、al-Resistant Masonry Units3. Physical Properties3.1 Brick shall conform 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 ex

10、ceed those given in Table 2.5. Warpage5.1 Tolerances for deviation of face 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 p

11、lace shall conform to an approved sample consistingof not less than four 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

12、 and forchemical resistance in accordance with the sulfuric acidsolubility 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 SubcommitteeC15.0

13、2 on Brick and Structural Clay Tile.Current edition approved June 1, 2008. Published June 2008. Originallyapproved in 1957. Last previous edition approved in 2003 as C 410 60 (2003).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.o

14、rg. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United State

15、s.SUMMARY OF CHANGESCommittee C15 has identified the location of selected changes to this standard since the last issue(C 410 60 (2003) that may impact the use of this standard. (Approved June 1, 2008.)(1) Modulus of rupture was added to Note 1.ASTM International takes no position respecting the val

16、idity 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 responsibility.This standard is sub

17、ject 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 International Headqua

18、rters. 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 shown below.This standa

19、rd 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), 610-832-9555 (fax), or serv

20、iceastm.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 Brick Individual Averag

21、e 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 Variations in Dimensions

22、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), incl18 (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)C410082