ACI 503 2-503 4-2010 Three Epoxy Specifications - 503 2 1992 (R 2003) 503 3 2010 503 4 1992 (R 2003).pdf

《ACI 503 2-503 4-2010 Three Epoxy Specifications - 503 2 1992 (R 2003) 503 3 2010 503 4 1992 (R 2003).pdf》由会员分享，可在线阅读，更多相关《ACI 503 2-503 4-2010 Three Epoxy Specifications - 503 2 1992 (R 2003) 503 3 2010 503 4 1992 (R 2003).pdf（19页珍藏版）》请在麦多课文档分享上搜索。

1、ACI 503.2-92(03) ACI 503.3-10 ACI 503.4-92(03)Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive (ACI 503.2-92)Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate (ACI 503.3-10)Standard Specifi

2、cation for Repairing Concrete with Epoxy Mortars (ACI 503.4-92)An ACI StandardReported by ACI Committee 503February 2014 printingEpoxy ResinsCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in an

3、y printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI.The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, and errors in these documents. In spite of these efforts, the user

4、s of ACI documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for the improvement of ACI documents are requested to contact ACI via the errata website at www.concrete.org/committees/e

5、rrata.asp. Proper use of this document includes periodically checking for errata for the most up-to-date revisions.ACI committee documents are intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept res

6、ponsibility for the application of the material it contains. Individuals who use this publication in any way assume all risk and accept total responsibility for the ap-plication and use of this information.All information in this publication is provided “as is” without warranty of any kind, either e

7、xpress or implied, includ-ing but not limited to, the implied warranties of merchantability, fitness for a particular purpose or non-infringement.ACI and its members disclaim liability for damages of any kind, including any special, indirect, incidental, or con-sequential damages, including without

8、limitation, lost revenues or lost profits, which may result from the use of this publication.It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with rega

9、rd to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Admin

10、istration (OSHA) health and safety standards.Participation by governmental representatives in the work of the American Concrete Institute and in the develop-ment of Institute standards does not constitute governmental endorsement of ACI or the standards that it develops.Order information: ACI docume

11、nts are available in print, by download, on CD-ROM, through electronic subscription, or reprint and may be obtained by contacting ACI.Most ACI standards and committee reports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP).American Concrete Institute38800 Country

12、Club DriveFarmington Hills, MI 48331U.S.A.Phone: 248-848-3700Fax: 248-848-3701www.concrete.orgISBN: 978-0-87031-875-7American Concrete InstituteAdvancing concrete knowledge1*Adopted as a standard of the American Concrete Institute effective June 1979, inaccordance with the Institutes standardization

13、 procedure. It was revised according tothe expedited procedure effective October 1986 and March 1992.Copyright 1992, American Concrete Institute.All rights reserved including rights of reproduction and use in any form or by anymeans, including the making of copies by any photo process, or by electro

14、nic ormechanical device, printed, written, or oral, or recording for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission inwriting is obtained from the copyright proprietors.ACI Committee Reports, Guides, and Commentaries areintended for guidanc

15、e in planning, designing, executing, andinspecting construction. This document is intended for the useof individuals who are competent to evaluate the significanceand limitations of its content and recommendations and whowill accept responsibility for the application of the material itcontains. The

16、American Concrete Institute disclaims any and allresponsibility for the stated principles. The Institute shall not beliable for any loss or damage arising therefrom.Reference to this document shall not be made in contractdocuments. If items found in this document are desired by theArchitect/Engineer

17、 to be a part of the contract documents, theyshall be restated in mandatory language for incorporation bythe Architect/Engineer.Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive*Reported by ACI Committee 503ACI 503.2-92(Reapproved 2003)Rus

18、sell H. Brink Joseph A. McElroy Leonard Pepper Raymond J. SchutzGeorge Horeczko Leonard J. Mitchell G. M. Scales George W. WhitesidesHarold C. Klassen Myles A. MurrayCommittee members voting on the 1992 revisions:Raymond J. SchutzChairMyles A. MurraySecretaryMilton D. Anderson Robert W. Gaul Joseph

19、A. McElroy Hamid SaadatmaneshRoger W. Black Paul R. Hollenbach Paul F. McHale W. Glenn SmoakJohn P. Cook David P. Hu Peter Mendis Joe SolomonFloyd E. Dimmick T. Michael Jackson Richard Montani Michael M. SprinkelWolfgang D. Eisenhut Troy D. Madeley Joseph M. Plecnik Douglas G. WaltersJack J. Fontana

20、 Albert MayerRobert W. GaulChairGeorge SeldenSecretaryThis specification describes the work of bonding plastic concrete to hardenedconcrete with a multi-component epoxy adhesive such as defined for thispurpose in ASTM C 881. It includes controls for adhesive labeling, storage,handling, mixing and ap

21、plication, surface evaluation and preparation, as wellas well as inspection and quality control.Keywords: adhesives; bond (concrete-to-concrete); bonding; concreteconstruction; epoxy resins; fresh concretes; hardened concrete; qualitycontrol; repairs; specifications; standards.FOREWORDThis foreword

22、is included for explanatory purposes only;it does not form part of Standard Specification ACI 503.2.This specification is a reference standard which theArchitect/Engineer may cite in the project specification(s)for any building project, together with supplementaryrequirements for the specific projec

23、t. This specification is written in the section and three-partformat of the Construction Specifications Institute, but withthe numbering system modified to ACI requirements. Thelanguage is generally imperative and terse.A specification guide is included as a preface to, but notforming part of, Stand

24、ard Specification ACI 503.2. Thepurpose of this guide is to assist the Architect/Engineersdesigner(s) and specifier(s) to properly choose and specifythe necessary supplemental requirements for the projectspecifications.2 BONDING PLASTIC CONCRETE WITH A MULTI-COMPONENT EPOXY ADHESIVE (ACI 503.2-92)Am

25、erican Concrete Institute Copyrighted Materialwww.concrete.orgBONDING PLASTIC CONCRETE WITH A MULTI-COMPONENT EPOXY ADHESIVE (ACI 503.2-92) 3American Concrete Institute Copyrighted Materialwww.concrete.org4 BONDING PLASTIC CONCRETE WITH A MULTI-COMPONENT EPOXY ADHESIVE (ACI 503.2-92)American Concret

26、e Institute Copyrighted Materialwww.concrete.orgBONDING PLASTIC CONCRETE WITH A MULTI-COMPONENT EPOXY ADHESIVE (ACI 503.2-92) 5American Concrete Institute Copyrighted Materialwww.concrete.orgACI 503.3-10 supersedes ACI 503.3-92, was adopted September 16, 2010, andpublished October 2010.Copyright 201

27、0, American Concrete Institute.All rights reserved including rights of reproduction and use in any form or by anymeans, including the making of copies by any photo process, or by electronic ormechanical device, printed, written, or oral, or recording for sound or visual reproduc-tion or for use in a

28、ny knowledge or retrieval system or device, unless permission inwriting is obtained from the copyright proprietors.1Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and AggregateAn ACI StandardReported by ACI Committee 503ACI 503.3-10This specification describes t

29、he work of producing a skid-resistant surfaceon hardened concrete by the application of a multi-component epoxy resin.It includes controls for resin labeling, storage, handling, mixing, andapplication; surface evaluation and preparation; and inspection andquality. In addition, it describes an aggreg

30、ate to be used with the coating.Keywords: aggregates; coatings; concrete pavements; epoxy resins; hardenedconcrete; quality control; skid resistance; specification; standards.CONTENTS(mandatory portion follows)Part 1General, p. 21.1Scope1.2Units of measurement1.3Reference standards1.4Definitions1.5S

31、ubmittals1.6Quality assurance1.7Product delivery, storage, and handling1.8Project conditionsPart 2Materials, p. 22.1General2.2ProductsPart 3Execution, p. 33.1Preparation of surfaces3.2Evaluate surface before coating application3.3Coating mixtures3.4Coating application3.5Field quality control3.6Clean

32、upNotes to Specifier, p. 3General notes(nonmandatory portion follows)Foreword to checklists, p. 4Mandatory Requirements Checklist, p. 4Optional Requirements Checklist, p. 5Submittals Checklist, p. 5Herschel H. Allen III Robert W. Gaul Kelly M. Page Joe SolomonMilton D. Anderson Bert Paul Kriekemans

33、John R. Robinson Michael S. StenkoChristopher J. Ball Shreerang N. Nabar Raymond J. Schutz David WhiteCraig A. Ballinger Brad Nemunaitis W. Glenn Smoak Richard E. WollmershauserFrank J. ConstantinoMichael M. SprinkelChairMyles A. MurraySecretaryA metric version of this document (ACI503.3M-10) is ava

34、ilable at www.concrete.org2 PRODUCING A SKID-RESISTANT SURFACE ON CONCRETE BY USE OF EPOXY AND AGGREGATE (ACI 503.3-10)American Concrete Institute Copyrighted Materialwww.concrete.org(mandatory portion follows)PART 1GENERAL1.1Scope1.1.1 This reference specification covers the production ofa skid-res

35、istant surface on hardened concrete by the applicationof epoxy and aggregate.1.1.2 The provisions of this reference specification shallgovern unless otherwise specified in the Contract Documents.1.2Units of measurementValues in this specification are stated in inch-pound units.A companion specificat

36、ion in SI units is also available.1.3Reference standards1.3.1 ASTM International standardsC131-06 Standard Test Method for Resistance toDegradation of Small-Size CoarseAggregate by Abrasion and Impact inthe Los Angeles MachineC136-06 Standard Test Method for Sieve Analysisof Fine and Coarse Aggregat

37、esC566-97(2004) Standard Test Method for TotalEvaporable Moisture Content of Aggre-gate by DryingC881/C881M-10 Standard Specification for Epoxy-Resin-Base Bonding Systems forConcreteC1583/C1583M-04 Standard Test Method for TensileStrength of Concrete Surfaces and theBond Strength or Tensile Strength

38、 ofConcrete Repair and Overlay Materialsby Direct Tension (Pull-off Method)D4263-83(2005) Standard Test Method for IndicatingMoisture in Concrete by the PlasticSheet MethodThese publications may be obtained from the followingorganization:ASTM International100 Barr Harbor DriveWest Conshohocken, PA 1

39、9428www.astm.org1.4DefinitionsArchitect/Engineerthe architect, engineer, architecturalfirm, or engineering firm issuing Contract Documents oradministering the Work under Contract Documents, or both.Contract Documentsa set of documents supplied bythe Owner to the Contractor as the basis for construct

40、ion;these documents contain contract forms, contract conditions,specifications, drawings, addenda, and contract changes.Contractorthe person, firm, or entity under contract forconstruction of the Work.submittaldocument or material provided to the Architect/Engineer for review or acceptance.Workthe e

41、ntire construction or separately identifiable partsthereof required to be furnished under Contract Documents.1.5Submittals1.5.1 Submit the data required in Paragraphs 1.5.1.athrough 1.5.1.c in accordance with the Contract Documents.1.5.1.a Submit the manufacturers certification verifyingperformance

42、to material specifications specified in Article 2.2.1.5.1.b MaterialsSubmit technical data sheets andmaterial safety data sheets (MSDS).1.5.1.c Submit surface preparation procedures andequipment.1.6Quality assurance1.6.1 LabelingClearly mark all containers with thefollowing information:1. Name of ma

43、nufacturer.2. Manufacturers product identification.3. Manufacturers instructions for mixing.4. Warning for handling and toxicity.5. Expiration date.1.6.2 Application controlSubmit mixing and applicationprocedures for approval before use.1.7Product delivery, storage, and handling1.7.1 Delivery of mat

44、erialsDeliver all materials insealed containers with labels legible and intact.1.7.2 Storage of materialsStore all materials at temper-atures between 40F and 100F unless otherwise recom-mended by the manufacturer.1.7.3 Handling of materialsHandle all materials in asafe manner and in a way to avoid b

45、reaking container seals.1.8Project conditions1.8.1 Environmental requirementsContractor shall complywith manufacturers recommendations as to environmentalconditions under which epoxy resin may be applied.1.8.2 Disposal of materialsDispose of unused materialsin accordance with MSDS.PART 2MATERIALS2.1

46、General2.1.1 DescriptionThis Part covers requirements formaterials and application of multi-component epoxy coatingsystem.2.2Products2.2.1 Epoxy binderThe two-part epoxy system shallmeet material requirements of ASTM C881. Curingtemperature requirements (class) and viscosity (grade) shallbe determin

47、ed by the Contractor based on the manufacturersrecommendations and approved by the Architect/Engineerafter project conditions have been established.2.2.2 Skid-resistant aggregate2.2.2.1 Aggregate shall meet the gradation given inTable 2.1 in accordance with ASTM C136, unless otherwisespecified. Aggr

48、egate shall have a hardness of 6 or greater onthe Mohs hardness scale.2.2.2.2 Total evaporable moisture content of aggregateshall be determined in accordance with ASTM C566. Thetotal evaporable moisture content shall not exceed 0.2%.PRODUCING A SKID-RESISTANT SURFACE ON CONCRETE BY USE OF EPOXY AND

49、AGGREGATE (ACI 503.3-10) 3American Concrete Institute Copyrighted Materialwww.concrete.orgPART 3EXECUTION3.1Preparation of surfaces3.1.1 Concrete surfaces to which epoxies are to be appliedshall be newly prepared substrate free of loose and unsoundmaterials and contamination that affect cure or adhesion ofepoxy. Prepare surfaces by mechanical abrasion.3.1.2 Mechanical abrasionUse abrasive blasting, shot-blasting, or other approved means.3.2Evaluate surface before coating application3.2.1 Evaluate all prepared concrete surfac