1、Specifications for Structural ConcreteReported by ACI Committee 301ACI 301-16An ACI StandardFirst PrintingMay 2016ISBN: 978-1-942727-86-6Specifications for Structural ConcreteCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced
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4、e at http:/concrete.org/Publications/DocumentErrata.aspx. 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 cont
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10、t it develops.Order information: ACI documents are available in print, by download, 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
11、Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331Phone: +1.248.848.3700Fax: +1.248.848.3701www.concrete.orgThis is a Reference Specification that the Architect/Engineer can apply to any construction project involving structural concrete by citing it in the Project Specifications.
12、A mandatory requirements checklist and an optional requirements checklist are provided to assist the Architect/Engineer in supplementing the provisions of this Specification as required or needed by designating or speci-fying individual project requirements.The first five sections of this Specificat
13、ion cover general construc-tion requirements for cast-in-place structural concrete and slabs-on-ground. These sections cover materials and proportioning of concrete; reinforcement and prestressing steel; production, placing, finishing, and curing of concrete; formwork performance criteria and constr
14、uction; treatment of joints; embedded items; repair of surface defects; and finishing of formed and unformed surfaces. Provisions governing testing, evaluation, and acceptance of concrete as well as acceptance of the structures are included. The remaining sections are devoted to architectural concre
15、te, lightweight concrete, mass concrete, post-tensioned concrete, shrinkage-compensating concrete, industrial floor slabs, tilt-up construction, precast struc-tural concrete, and precast architectural concrete.Keywords: architectural; cold weather; compressive strength; consolida-tion; curing; durab
16、ility; finish; formwork; grouting; hot weather; industrial floors; inspection; joints; lightweight concrete; mass concrete; mixture proportions; placing; post-tensioned; precast; prestressing steel; repair; reshoring; shoring; shrinkage-compensating; slab; slabs-on-ground; steel reinforcement; testi
17、ng; tilt-up; tolerance; welded wire.ACI 301-16Specifications for Structural ConcreteAn ACI StandardReported by ACI Committee 301James N. Cornell, Chair Michelle L. Wilson, SecretaryVoting MembersJon B. ArdahlRoger J. BeckerNicholas J. CarinoDomingo J. CarreiraMark F. ChrzanowskiTeck L. ChuaAnthony R
18、. DeCarlo Jr.*Christopher C. FerraroSidney FreedmanJohn W. Gajda*Thomas M. GreeneDavid P. GustafsonCharles S. HanskatKenneth C. HoverSteven C. Jaycox*Larry B. Krauser*Colin L. LoboWard R. MalischFrank Stephen MalitsW. Calvin McCallDavid R. NauAimee PergalskyHenry B. Prenger*G. Michael RobinsonRichar
19、d S. SzecsyScott M. Tarr*Daniel B. Toon*John B. TurnerMiroslav F. VejvodaArthur T. Weiss Jr.Michael A. WhisonantDennis M. Wittry*Subcommittee Chairs.Subcommittee MembersAsit N. BaxiJason P. BrayKenneth CarlsonRamon L. CarrasquilloSteven R. CloseStephen J. CrawfordJack L. DavidDaniel P. DorfmuellerCh
20、ris ForsterWilliam A. GiorgiTodd R. HawkinsonMichael G. HernandezGardner P. HorstJohn C. HukeyRobert S. JenkinsRoger S. JohnstonAlfred L. Kaufman Jr.Robert G. KentNeel R. KhosaDonald P. KlineLionel A. LemayKevin A. MacDonaldArthur W. McKinneyAndrew S. McPhersonBrian D. MillerHarry R. Moss Jr.Theodor
21、e L. NeffJoseph F. Neuber JrLance OsbourneJohn W. RohrerDavid B. ScottMatthew J. SheehanEdith G. SmithJason SwagertKuntay L. TalayMichael D. A. ThomasRalph H. TulisGregory R. WagnerWilliam H. WolfeZuming Xia*Deceased.Consulting MemberEric S. PetersonACI 301-16 supersedes ACI 301-10, was adopted Apri
22、l 1, 2016, and published May 2016.Copyright 2016, American Concrete Institute.All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording
23、for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.1SECTION 1GENERAL REQUIREMENTS1.1Scope1.1.1 This Specification covers construction of cast-in-place concrete, architectural concrete, l
24、ightweight concrete, mass concrete, post-tensioned concrete, shrinkage-compen-sating concrete, industrial floor slabs cast on ground, tilt-up construction, precast structural concrete, and precast archi-tectural concrete.1.1.2 Sections 1 through 5 apply to projects where this Speci-fication is refer
25、enced. Work covered by Sections 6 through 14 apply only if that Work is designated in Contract Documents.1.1.3 This Specification becomes part of the Contract Document and provides requirements for Contractor.1.1.4 This Specification governs for construction within its scope, except Contract Documen
26、ts govern if there is a conflict.1.1.5 Work not specifiedThe following Work is not in the scope of this Specification:(a) Manufactured concrete products specified by ASTM standards(b) Environmental concrete structures(c) Heavyweight shielding concrete(d) Paving concrete(e) Terrazzo(f) Insulating con
27、crete(g) Refractory concrete(h) Nuclear containment structures(i) Concrete piles; drilled piers; and caissons assigned to Seismic Design Categories A, B, and C(j) Fire safety (Underwriter Laboratories UL designs)(k) Shotcrete(l) Slipformed concrete walls1.1.6 This Specification governs if there is a
28、 conflict with referenced materials and testing standards.1.1.7 Contractor is permitted to submit written alterna-tives to any provision in this Specification.CONTENTSSECTION 1GENERAL REQUIREMENTS, p. 21.1Scope, p. 21.2Interpretation, p. 31.3Definitions, p. 31.4Referenced standards, p. 51.5Submittal
29、s, p. 81.6Testing and inspection, p. 81.7Acceptance of structure, p. 101.8Protection of in-place concrete, p. 11SECTION 2FORMWORK AND FORMWORK ACCESSORIES, p. 112.1General, p. 112.2Products, p. 122.3Execution, p. 12SECTION 3REINFORCEMENT AND REINFORCEMENT SUPPORTS, p. 143.1General, p. 143.2Products,
30、 p. 143.3Execution, p. 16SECTION 4CONCRETE MIXTURES, p. 184.1General, p. 184.2Products, p. 184.3Execution, p. 23SECTION 5HANDLING, PLACING, AND CONSTRUCTING, p. 235.1General, p. 235.2Products, p. 245.3Execution, p. 24SECTION 6ARCHITECTURAL CONCRETE, p. 286.1General, p. 286.2Products, p. 286.3Executi
31、on, p. 29SECTION 7LIGHTWEIGHT CONCRETE, p. 317.1General, p. 317.2Products, p. 317.3Execution, p. 31SECTION 8MASS CONCRETE, p. 318.1General, p. 318.2Products, p. 318.3Execution, p. 32SECTION 9POST-TENSIONED CONCRETE, p. 329.1General, p. 329.2Products, p. 349.3Execution, p. 35SECTION 10SHRINKAGE-COMPE
32、NSATING CONCRETE FOR INTERIOR SLABS, p. 3810.1General, p. 3810.2Products, p. 3810.3Execution, p. 38SECTION 11INDUSTRIAL FLOOR SLABS, p. 3811.1General, p. 3811.2Products, p. 3911.3Execution, p. 39SECTION 12TILT-UP CONSTRUCTION, p. 4012.1General, p. 4012.2Products, p. 4112.3Execution, p. 41SECTION 13P
33、RECAST STRUCTURAL CONCRETE, p. 4213.1General, p. 4213.2Products, p. 4313.3Execution, p. 46SECTION 14PRECAST ARCHITECTURAL CONCRETE, p. 4814.1General, p. 4814.2Products, p. 4914.3Execution, p. 51NOTES TO SPECIFIER (Nonmandatory), p. 51General notes, p. 51Foreword to checklists, p. 52American Concrete
34、 Institute Copyrighted Material www.concrete.org2 SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-16)1.1.8 Ignore provisions of this Specification that are not applicable to the Work.1.1.9 UnitsValues in this Specification are stated in inch-pound units.1.1.10 Unless otherwise stated, the inch-pound
35、 system of units shall be applicable in ASTM combined standards refer-enced in this Specification.1.1.11 The Notes to Specifier are not part of this Specification.1.2Interpretation1.2.1 Unless otherwise explicitly stated, this Specification shall be interpreted using the following principles:1.2.1.1
36、 Interpret this Specification consistent with the plain meaning of the words and terms used.1.2.1.2 Definitions provided in this Specification govern over the definitions of the same or similar words or terms found elsewhere.1.2.1.3 Headings are part of this Specification and are intended to identif
37、y the scope of the provisions or sections that follow. If there is a difference in meaning or implication between the text of a provision and a heading, the meaning of the text governs.1.2.1.4 Notes to a table are part of this Specification. The meaning of the provision text governs in the event of
38、a difference in meaning or implication between the provision text and a note to a table.1.2.1.5 If a provision of this Specification involves two or more items, conditions, requirements, or events connected by the conjunctions “and” or “or,” interpret the conjunction as follows:(a) “And” indicates t
39、hat all of the connected items, condi-tions, requirements, or events apply.(b) “Or” indicates that the connected items, conditions, requirements, or events apply singularly.1.2.1.6 The use of the verbs “may” or “will” indicates that the specification provision is for information to Contractor.1.2.1.
40、7 The phrase “as indicated in Contract Documents” means the specifier included the provision requirements in Contract Documents.1.2.1.8 The phrase “unless otherwise specified” means the specifier may have included an alternative to the default requirement in Contract Documents.1.3Definitionsacceptab
41、le or accepteddetermined to be satisfactory by Architect/Engineer.acceptanceacknowledgment by Architect/Engineer that submittal or completed Work is acceptable.ACI Concrete Field Testing Technician Grade Ia person who has demonstrated knowledge and ability to perform and record the results of ASTM s
42、tandard tests on freshly mixed concrete and to make and cure test speci-mens; knowledge and ability shall be demonstrated by passing prescribed written and performance examinations and having credentials that are current with the American Concrete Institute.aggressive environmentan environment that
43、exposes a structure to moisture and external sources of chlorides from deicing chemicals, salt, brackish water, seawater, or spray from these sources; for stressing pockets subject to wetting or direct contact with soils during service.Architect/Engineer or Engineer/ArchitectArchitect, Engineer, arc
44、hitectural firm, engineering firm, or architec-tural and engineering firm issuing Contract Documents or administering the Work under Contract Documents, or both.architectural concreteconcrete that is typically exposed to view, is designated as architectural concrete in Contract Documents, and theref
45、ore requires care in selection of the concrete materials, forming, placing, and finishing to obtain the desired architectural appearance.backshoresshores placed snugly under a concrete slab or structural member after the original formwork and shores have been removed from a small area at a time, wit
46、hout allowing the slab or member to deflect, or support its own weight or existing construction loads.cast-in-place concreteconcrete that is deposited and allowed to harden in the place where it is required to be in the completed structure.check testtest performed to verify result of previous test r
47、esult of freshly-mixed concrete.Contract Documentsa set of documents supplied by Owner to Contractor as the basis for construction; these documents contain contract forms, contract conditions, specifications, drawings, addenda, and contract changes.Contractorthe person, firm, or entity under contrac
48、t for construction of the Work.defective workconstruction or material that does not comply with Contract Documents.design reference samplesample of precast architec-tural concrete color, finish, and texture that is submitted for initial verification of design intent.ducta conduit in a concrete membe
49、r to accommo-date the prestressing steel of a post-tensioning tendon and provide an annular space for protective coating.encapsulated tendona tendon that is enclosed completely in a watertight covering from end to end, including anchorages, sheathing with coating, and caps over the strand tails.equivalent diameter of bundlethe diameter of a circle having an area equal to the sum of the bar areas in a bundle of reinforcing bars.expansive cementa cement that, when mixed with water, produces a paste t
