ASTM C395-2001(2006) Standard Specification for Chemical-Resistant Resin Mortars《耐化学腐蚀的树脂灰浆标准规范》.pdf

1、Designation: C 395 01 (Reapproved 2006)Standard Specification forChemical-Resistant Resin Mortars1This standard is issued under the fixed designation C 395; 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers the requirements for che

3、mical-resistant resin mortars for bonding chemical-resistant brick ortile. Mortars of this group generally have better physicalproperties and resist a wider variety of chemicals than inor-ganic mortars. For the use of these materials, see PracticeC 399.NOTE 1Resin mortars and grouts are differentiat

4、ed as follows: resinmortars are troweled onto the brick or tile, in sufficient quantity to achievea18-in. (3-mm) thick joint after the brick or tile are laid in place (butteringor bricklayers method). Resin grouts are applied to the joints, generally14 in. (6 mm) wide, after the brick or tile are se

5、t in place and the settingbed has hardened (grouting or tilesetters method). Refer to SpecificationC 658.1.2 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinformation only.1.3 This standard does not purport to address all of thesafety

6、 concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 267 Test Methods for Chemical Re

7、sistance of Mortars,Grouts, and Monolithic Surfacings and Polymer ConcretesC 279 Specification for Chemical-Resistant Masonry UnitsC 307 Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic SurfacingsC 308 Test Methods for Working, Initial Setting, and Ser-vice Stren

8、gth Setting Times of Chemical-Resistant ResinMortarsC 321 Test Method for Bond Strength of Chemical-Resistant MortarsC 399 Practice for Use of Chemical-Resistant Resin Mor-tarsC 413 Test Method for Absorption of Chemical-ResistantMortars, Grouts, Monolithic Surfacings, and Polymer Con-cretesC 531 Te

9、st Method for Linear Shrinkage and Coefficient ofThermal Expansion of Chemical-Resistant Mortars,Grouts, Monolithic Surfacings, and Polymer ConcretesC 579 Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, andPolymer ConcretesC 658 Specification for C

10、hemical-Resistant Resin Groutsfor Brick or TileC 904 Terminology Relating to Chemical-Resistant Non-metallic Materials3. Terminology3.1 DefinitionsFor definitions of terms, refer to Termi-nology C 904.4. Types of Resins, Fillers, and Setting Agents4.1 The liquid resin may be phenolic, furan epoxy, p

11、olyes-ter, vinyl ester, or some other resinous material capable offorming a chemical-resistant mortar when mixed with a suit-able setting agent and filler.4.2 The fillers may be silica, carbon, or some otherchemical-resistant material.4.3 The setting agents may include amines, polyamides,peroxides,

12、acids or other reactants. Setting agents may besupplied as a separate component to be incorporated into the1This specification is under the jurisdiction of ASTM Committee C03 onChemical-Resistant Nonmetallic Materials and is the direct responsibility ofSubcommittee C03.02 on Monolithics, Grouts and

13、Polymer Concretes.Current edition approved Sept. 15, 2006. Published October 2006. Originallyapproved in 1957. Last previous edition approved in 2001 as C 395 01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book

14、of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.resin and filler at the time of mixing or may be supplied as aconstituent of the fil

15、ler.5. Physical Properties5.1 Resin mortars prepared from these materials shall con-form to the respective physical requirements prescribed inTable 1.6. General Requirements6.1 The resin shall have a viscosity that will permit it to bereadily mixed with the powder by manual methods. The fillermateri

16、als shall have properly graded particles that will permitthe preparation of a minimum joint thickness of116 in. (1.6mm).7. Chemical Resistance7.1 The chemical resistance of these mortars are bestdetermined by use of Test Methods C 267. Specific recommen-dations for immersion service can usually be f

17、ound in themanufacturers literature, but direct consultation would beadvisable when conditions are questionable.8. Test Methods8.1 Determine the properties enumerated in this specifica-tion in accordance with the following methods:8.1.1 Working Life and Setting TimeTest Methods C 308.8.1.2 Tensile S

18、trengthTest Method C 307.8.1.3 Compressive StrengthTest Method C 579.8.1.4 Bond StrengthTest Method C 321. Use Type IIIbrick, described in Specification C 279 in this test.8.1.5 Chemical ResistanceTest Methods C 267.8.1.6 ShrinkageTest Method C 531.8.1.7 AbsorptionTest Method C 413.9. Rejection9.1 T

19、he resin mortar may be rejected if it fails to meet anyrequirements of this specification.10. Packaging and Package Marking10.1 Each component shall be packaged to prevent deterio-ration in storage and shall be labeled in such a manner toindicate clearly the other components with which it is to beus

20、ed.10.2 The supplier, at his discretion and responsibility, mayindicate on the package that the product contained thereinmeets the requirements of this specification.11. Keywords11.1 brick; chemical-resistant; mortarASTM International takes no position respecting the validity of any patent rights as

21、serted 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 subject to revision at any time

22、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 Headquarters. Your comments will rec

23、eive 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 standard is copyrighted by ASTM Int

24、ernational, 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 serviceastm.org (e-mail); or thro

25、ugh the ASTM website(www.astm.org).TABLE 1 Physical RequirementsSetting Time, maxResin FillerTensileStrength,min, psi(MPa)Compres-siveStrength,min, psi(MPa)BondStrength,min, psi(MPa)WorkingTime,Minutes,736 4F(23 6 2C),minInitial,hServiceStrength,daysShrink-age,max (7days at73 6 4F(23 6 2C),%Maxi-mum

26、Absorp-tionLimit, %Furan carbon 700 (5) 5000 (35) 150 (1) 10 6 7 1.0 1.0Furan silica 400 (3) 5000 (35) 150 (1) 10 6 7 1.0 1.0Phenolic carbon 800 (6) 4500 (31) 150 (1) 10 6 7 1.0 1.0Phenolic silica 400 (3) 6000 (41) 150 (1) 10 6 7 1.0 1.0Polyester carbon 1000 (7) 9000 (62) 150 (1) 10 6 7 1.5 1.0Polyester silica 1000 (7) 9000 (62) 250 (2) 10 6 7 1.5 1.0Epoxy carbon 1000 (7) 7000 (48) 250 (2) 10 6 7 0.5 1.0Epoxy silica 1000 (7) 7000 (48) 250 (2) 10 6 7 0.5 1.0Vinylester carbon 1000 (7) 9000 (62) 150 (1) 10 6 7 1.5 1.0Vinylester silica 1000 (7) 9000 (62) 250 (2) 10 6 7 1.5 1.0C 395 01 (2006)2