1、Designation: D4259 88 (Reapproved 2012)Standard Practice forAbrading Concrete1This standard is issued under the fixed designation D4259; 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 parenth
2、eses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice includes surface preparation of concrete toprepare the surface prior to the application of coatings.1.2 This practice is intended to alter
3、 the surface profile ofthe concrete and to remove foreign materials and weak surfacelaitance.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health prac
4、tices and determine the applica-bility of regulatory limitations prior to use. For specific hazardstatements, see Section 5.2. Referenced Documents2.1 ASTM Standards:2D4258 Practice for Surface Cleaning Concrete for CoatingD4285 Test Method for Indicating Oil or Water in Com-pressed AirD4541 Test Me
5、thod for Pull-Off Strength of Coatings UsingPortable Adhesion Testers2.2 Other Standard:ACI-308 Guide to Curing Concrete33. Summary of Practice3.1 This practice is intended to provide a clean,contamination-free, and roughened surface.3.2 Acceptable surfaces shall be free of laitance, formrelease age
6、nts, curing agents, oil, grease, and other penetratingcontaminants. The surface shall be free of fins, projections andloosely adhering concrete, dirt, and dust particles.3.3 For some applications, a minimum concrete surfacestrength may be required for proper coating performance.3.4 Acceptable method
7、s of preparation include abrasiveblasting (wet or dry), mechanical abrading, water blasting, andother similar procedures that will alter the surface profile of theconcrete.4. Significance and Use4.1 This practice is used to prepare concrete for coatingswhere optimum bond is desired for service condi
8、tions such ascontinuous or intermittent immersion, temperature cycling, ormechanical loading.5. Hazards5.1 New concrete shall be cured in accordance with ACI-308.6. Mechanical Abrading Procedure6.1 Suitable SurfacesMechanical abrading is suitable foruse on formed surfaces and floors and for the remo
9、val of finsand projections.6.2 Pre-Surface Preparation:6.2.1 Remove grease, oil, and other penetrating contami-nants. (See Practice D4258.)6.2.2 Concrete surfaces may be wet or dry as appropriate tothe type of equipment to be used.6.3 Apparatus:6.3.1 Typical apparatus covered by this method are rota
10、ryimpact, vertical impact, and circular grinding equipment.6.3.2 Use the equipment in accordance with the manufac-turers instructions in an organized manner in order to thor-oughly cover the entire surface to be prepared.6.4 Appearance of Prepared Surface:6.4.1 The intent is to remove sufficient mat
11、erial in order toachieve a sound concrete surface free of laitance, glaze,efflorescence and incompatible concrete curing compounds orform release agents.6.4.2 The surface shall have a roughened, textured appear-ance.Aggregate may be exposed.Aroughness standard may beestablished by mutual agreement.6
12、.4.3 The appearance will vary depending upon the equip-ment used and type of concrete.1This practice is under the jurisdiction of ASTM Committee D33 on ProtectiveCoating and Lining Work for Power Generation Facilities and is the directresponsibility of Subcommittee D33.05 on Application and Surface
13、Preparation.Current edition approved May 1, 2012. Published May 2012. Originallyapproved in 1983. Last previous edition approved in 2006 as D4259 88 (2006).DOI: 10.1520/D4259-88R12.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.or
14、g. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094, http:/www.aci-int.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box
15、 C700, West Conshohocken, PA 19428-2959, United States.6.5 Post-Surface Preparation CleaningClean in accor-dance with Practice D4258 to remove loose material.7. Water Blast Cleaning7.1 Suitable SurfacesThis method is suitable for use onformed surfaces and floors.7.2 Pre-Surface Preparation:7.2.1 Rem
16、ove grease, oil, and other penetrating contami-nants (see Practice D4258).7.2.2 Correct fins and protruding irregularities by mechani-cal means.7.2.3 Concrete surface may be wet or dry.7.3 ApparatusTypical apparatus covered by this methodis a piston-type positive displacement pump, high-pressurewate
17、r blasting unit. The cleaning medium shall be potablewater.7.4 Appearance of Prepared Surface:7.4.1 The prepared surface shall be clean and free of dust,dirt, laitance and efflorescence.7.4.2 The surface shall have a roughened textured appear-ance. A roughness standard may be established by mutualag
18、reement.7.5 Post-Surface Preparation CleaningClean in accor-dance with Practice D4258 to remove loose material.8. Abrasive Blast Cleaning Procedure8.1 Pre-Surface Preparation:8.1.1 Remove grease, oil, and other penetrating contami-nants (see Practice D4258).8.1.2 Correct fins and protruding irregula
19、rities by mechani-cal means.8.1.3 Concrete surface may be wet or dry as appropriate tothe type of equipment to be used.8.2 Suitable SurfacesThis method is suitable for use onformed surfaces and floors.8.3 Apparatus:8.3.1 Typical methods are wet or dry open-blast cleaningwith nozzles and self-contain
20、ed recirculating blast-cleaningapparatus.8.3.2 The air stream used for nozzle blast cleaning shall befree of oil. This may be verified using Test Method D4285.8.3.3 Use the equipment in accordance with the manufac-turers instructions.8.4 Appearance of Prepared Surface:8.4.1 The intent is to remove s
21、ufficient material in order toachieve a sound concrete surface free of laitance, glaze,efflorescence, and incompatible concrete curing compounds orform release agents.8.4.2 The surface shall have a roughened textured appear-ance. A roughness standard may be established by mutualagreement.8.4.3 Some
22、aggregate may be exposed and bug holes shallbe opened.8.5 Post-Preparation CleaningClean in accordance withPractice D4258 to remove loose material.9. Inspection9.1 Visually examine the prepared surface for loose adher-ing concrete, thin crusts bridging voids, fins, and projections.9.2 Visually exami
23、ne the prepared surface for oil, grease,and markings.9.3 If required, surface strength may be determined inaccordance with Method D4541 or other agreed upon method.10. Acceptance10.1 Acceptable surfaces shall be free of laitance, oil,grease, and other materials incompatible with the coating. Thesurf
24、ace shall also be free of fins, projections and looselyadhering concrete, dirt, and dust particles.10.2 The surface shall have a roughened, textured appear-ance. Aggregate may be exposed. Bug holes shall be opened.10.3 The roughened textured appearance shall be similar tothe roughness standard estab
25、lished by mutual agreement.10.4 If specified, the treated surface shall meet the surfacestrength requirements.11. Keywords11.1 abrading; concrete; laitance; profile; surfacepreparationASTM International takes no position respecting the validity of any patent rights asserted in connection with any it
26、em 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 by the responsible technical com
27、mittee 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 receive careful consideration at a
28、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 International, 100 Barr Harbor Driv
29、e, 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 through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D4259 88 (2012)2
