ASTM C1160-1997(2003) Standard Specification for Chemical-Resistant Carbon Brick《耐化学腐蚀炭砖用标准规范》.pdf

1、Designation: C 1160 97 (Reapproved 2003)Standard Specification forChemical-Resistant Carbon Brick1This standard is issued under the fixed designation C 1160; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision

2、. A number 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 machine made solid uncoredcarbon brick produced from either metallurgical or petroleumcalcined coke, bak

3、ed to a minimum 1850F (1010C), andsuitable for use in masonry construction which will be exposedto various chemicals. These units are designed primarily forindustries using hydrofluoric acid, fluoride salts, and highconcentrations of alkalies such as sodium and potassiumhydroxide. Carbon brick are n

4、ormally used with carbon filledchemical-resistant mortars.1.2 This standard does not purport to address the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the applicability of reg

5、ulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 67 Test Methods of Sampling and Testing Brick andStructural Clay TileC 561 Test Method for Ash in a Graphite SampleC 904 Terminology Relating to Chemical-Resistant Non-metallic MaterialsC 1106 Test Methods for Chemical Resi

6、stance and PhysicalProperties of Carbon Brick3. Terminology3.1 DefinitionsFor definitions of terms used in this speci-fication, see Terminology C 904.4. Significance and Use4.1 The chemical-resistant carbon brick meeting this speci-fication is intended for use in acid and alkaline service atvarying

7、temperatures. Physical stress imposed on the brickattributable to thermal shock or pressure differential may ormay not be a consideration. The corrosion resistance andstructural integrity of the brick are dependent on the type andpurity of the carbon and binder used when the brick ismanufactured.4.2

8、 The performance of the brick as tested in Test MethodsC 1106 or other tests, or other qualifying data, should bereviewed between the purchaser and the seller.5. Sampling5.1 The brick shall be sampled in accordance with TestMethods C 67.6. Chemical Resistance6.1 Carbon brick are inherently non-wetti

9、ng and highlyresistant to many acids, alkalies, salts, and solvents andcombinations of these chemicals at varying temperatures andconcentrations.6.2 The carbon brick shall be tested in accordance with TestMethods C 1106 using a chemical and thermal environment.1This specification is under the jurisd

10、iction of ASTM Committee C03 onChemical-Resistant Nonmetallic Materials and is the direct responsibility ofSubcommittee C03.02 on Mortar and Monolithics.Current edition approved Oct. 1, 2003. Published October 2003. Originallyapproved in 1990. Last previous edition approved in 1997 as C 1160 97.2For

11、 referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.TABLE 1 General Guide to Chemical Resistance of Carbon BrickNOTET

12、his table is intended for use as a general guide to the resistanceof carbon brick in immersion service at ambient temperatures. Specificrecommendations should be obtained from the carbon brick manufacturer.Carbon brick can be used to 650F (340C). Over 650F (340C), strictenvironmental control is para

13、mount to ensure that the environment isnon-oxidizing.MediumChemicalResistanceANitric Acid, to 40 % RHydrofluoric Acid, to 40 % RBlend25 % Nitric, 10 % Hydrofluoric, 65 % Water RHydrochloric Acid, to 35 % RPhosphoric Acid, to 75 % RSulfuric Acid, to 50 % RSodium Hydroxide, to 50 % RPotassium Hydroxid

14、e, to 50 % RAR = Recommended.TABLE 2 Physical and Chemical RequirementsProperty ValueCompressive Strength, psi (MPa), min 6000 (41)Modulus of Rupture, psi (MPa), min 1500 (10)Water Absorption, %, max 10Ash,% , max 81Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken,

15、 PA 19428-2959, United States.6.3 To comply with this specification, the carbon brick shallexhibit chemical resistance to those chemical media stated inTable 1 when carried out at ambient temperature in accordancewith Test Methods C 1106.7. Physical Properties7.1 The carbon brick shall comply with t

16、he values shown inTable 2 for compressive strength, modulus of rupture, andwater absorption when tested according to Test Methods C1106.7.2 The carbon brick shall have a maximum ash content of8% when tested in accordance with Test Method C 561.8. Sizes8.1 The sizes and tolerances of brick shall be a

17、s specified bythe purchaser. The measurement of sizes shall be in accordancewith Test Method C 67, with the maximum permissiblevariation in dimensions of individual units not exceeding thosein Table 3.9. Warpage9.1 The measurement of the warpage of faces or edges ofindividual brick shall be in accor

18、dance with Test Method C 67and the values measured shall not exceed those in Table 4.10. Precision and Bias10.1 A statement of precision and bias will be added at alater date.11. Keywords11.1 alkali resistant; brick; carbon brick; chemical-resistant;thermal shock resistantASTM International takes no

19、 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 rights, and the riskof infringement of such rights, are entirely their own respons

20、ibility.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 t

21、o 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 you shouldmake your views known to the ASTM Committee on Standards, at the add

22、ress 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 be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone),

23、 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).TABLE 3 Permissible Variations in DimensionsSpecified Dimensions,in. (mm)Maximum Permissible Variations inDimensions Between Largest andSmallest Unit in One LotA, in. (mm)Up to 2 (50.8), incl.116 (1.6)Over 2

24、to 4 (50.8 to 101.6), incl.18 (3.2)Over 4 to 9 (101.6 to 228.6), incl.316 (4.8)Over 9 to 12 (228.6 to 304.8), incl.14 (6.4)AUnless otherwise determined by agreement between the purchaser and theseller, the size of the lot shall be as per Test Methods C 67.TABLE 4 Permissible WarpageMaximum Face Dimension,in. (mm)Maximum Permissible Warpage,in. (mm)Up to 9 (228.6), incl.116 (1.6)Over 9 to 12 (228.6 to 304.8), incl.332 (2.4)C 1160 97 (2003)2