ACI 346M-2009 Specification for Cast-in-Place Concrete Pipe《现浇混凝土管的规范》.pdf

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1、ACI 346M-09Reported by ACI Committee 346Specification forCast-in-Place Concrete PipeAn ACI StandardSpecification for Cast-in-Place Concrete PipeFirst PrintingAugust 2009ISBN 978-0-87031-338-7American Concrete InstituteAdvancing concrete knowledgeCopyright by the American Concrete Institute, Farmingt

2、on Hills, MI. All rights reserved. This materialmay not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or otherdistribution and storage media, without the written consent of ACI.The technical committees responsible for ACI committee reports and standards str

3、ive to avoid ambiguities,omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionallyfind information or requirements that may be subject to more than one interpretation or may beincomplete or incorrect. Users who have suggestions for the improvement o

4、f ACI documents arerequested to contact ACI. Proper use of this document includes periodically checking for errata atwww.concrete.org/committees/errata.asp for the most up-to-date revisions.ACI committee documents are intended for the use of individuals who are competent to evaluate thesignificance

5、and limitations of its content and recommendations and who will accept responsibility for theapplication of the material it contains. Individuals who use this publication in any way assume all risk andaccept total responsibility for the application and use of this information.All information in this

6、 publication is provided “as is” without warranty of any kind, either express or implied,including but not limited to, the implied warranties of merchantability, fitness for a particular purpose ornon-infringement.ACI and its members disclaim liability for damages of any kind, including any special,

7、 indirect, incidental,or consequential damages, including without limitation, lost revenues or lost profits, which may resultfrom the use of this publication.It is the responsibility of the user of this document to establish health and safety practices appropriate tothe specific circumstances involv

8、ed with its use. ACI does not make any representations with regard tohealth and safety issues and the use of this document. The user must determine the applicability of allregulatory limitations before applying the document and must comply with all applicable laws and regulations,including but not l

9、imited to, United States Occupational Safety and Health Administration (OSHA) healthand safety standards.Order information: ACI documents are available in print, by download, on CD-ROM, through electronicsubscription, or reprint and may be obtained by contacting ACI.Most ACI standards and committee

10、reports are gathered together in the annually revised ACI Manual ofConcrete Practice (MCP).American Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331U.S.A.Phone: 248-848-3700Fax: 248-848-3701www.concrete.orgACI 346M-09 supersedes ACI 346-01 and was adopted and published August 200

11、9.Copyright 2009, 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

12、or for use in any knowledge or retrieval system or device, unless permission inwriting is obtained from the copyright proprietors.346M-1ACI Committee Reports, Guides, Manuals, StandardPractices, and Commentaries are intended for guidance inplanning, designing, executing, and inspecting construction.

13、This Commentary is intended for the use of individuals whoare competent to evaluate the significance and limitations of itscontent and recommendations and who will acceptresponsibility for the application of the material it contains.The American Concrete Institute disclaims any and allresponsibility

14、 for the stated principles. The Institute shall notbe liable for any loss or damage arising therefrom.Reference to this Commentary shall not be made in contractdocuments. If items found in this document are desired by thelicensed design professional to be a part of the contractdocuments, they shall

15、be restated in mandatory language.ACI 346M-09The Architect/Engineer can make this specification applicable to anyproject by citing it in the Project Specification. Supplements can be madeby designating or specifying individual project requirements as needed.This document must be used in conjunction

16、with ACI 301M. Inclusion of thisdocument in a Project Specification, with mandatory checklist items, willprovide necessary default values for mandatory checklist items in ACI 301M.Keywords: cast-in-place concrete pipe (CIPCP); circumferential cracking;concrete pipe; longitudinal cracking; no-joint p

17、ipe.CONTENTS(mandatory portion follows)Part 1General, p. 346-11.1Scope1.2Definitions1.3Referenced standards1.4System description1.5SubmittalsPart 2Products, p. 346-22.1MaterialsPart 3Execution, p. 346-33.1Preparation3.2Construction3.3Repair3.4Field quality control(nonmandatory portion follows)Notes

18、to Specifier, p. 346-4General notesForeword to Checklists, p. 346-4Mandatory Requirements Checklist, p. 346-5Optional Requirements Checklist, p. 346-5Submittals Checklist, p. 346-6(mandatory portion follows)PART 1GENERAL1.1Scope1.1.1 This specification covers construction of earth-supported cast-in-

19、place concrete pipe (CIPCP). This specifi-cation covers construction of CIPCP with a diameter up to3048 mm.1.1.2 CIPCP shall conform to ACI 301M, Section 1 forgeneral concrete requirements, Section 4 for concretemixture design, and Section 5 for concrete handling or asspecified in Contract Documents

20、.1.2DefinitionsThis list supplements ACI 301M, Section 1.2. Defined forgeneral use in these specifications are the following:backfillfill starting at top of pipe and continuing tosurface or finished grade or subgrade.bouldersrocks having any dimension larger than 305 mm.Contract Documentsa set of do

21、cuments supplied byOwner to Contractor as the basis for construction; thesedocuments contain contract forms, contract conditions,specifications, drawings, addenda, and contract changes.differential displacementlinear offset distance betweentwo pieces of pipe measured along plane of crack.earthsoil o

22、r rock other than flowable granular materials.jettingwater densification of backfill accomplished bythe use of a jet pipe to which a hose is attached, carrying acontinuous supply of water under pressure to the lift ofbackfill material to be densified.Dale V. Anderson Keith Jolly Anthony M. Sorcic Ja

23、mes M. WillsonRobert D. Gofonia Alfred L. Kaufman, Jr. Patrick L. StiehrCurtiss W. GilleyChairEric T. MoranSecretarySpecification for Cast-in-Place Concrete PipeAn ACI StandardReported by ACI Committee 346346M-2 ACI STANDARDmetal finishfinish imparted to interior of pipe bycasting machine and hand-t

24、roweling devices manufacturedfrom metal.offset tolerancesdifference in pipe thickness, trans-verse and longitudinal, resulting from metal form used incasting process.over excavationprocess by which material unsuitablefor CIPCP is removed and replaced with engineered fill priorto trench excavation.pi

25、pe hauncheither side of pipe, extending to a pointvertically approximately 25 degrees above springline.repairprocess by which cracks and defects in concretesurfaces are corrected to bring pipe into conformance withthis specification.sensitive claysclays with an undisturbed strength that isat least 1

26、0 times greater than remolded or reworked strength.soffituppermost portion of inside cross section of pipe.trenchan excavation in ground engineered for placementof pipe.trench formsemicircular bed of trench shaped to providefull, firm, and continuous support throughout the bottom ofthe pipe from pip

27、e haunch to pipe haunch.trench form envelopearea of soil adjacent to and underpipe, required to provide lateral support and bedding supportneeded for CIPCP.trench gradedesign invert elevation minus wallthickness of pipe.1.3Referenced standards1.3.1 ACI standards301M-05 Standard Specifications for St

28、ructural Concrete1.3.2 ASTM standardsA615M-03 Standard Specification for Deformed and PlainBillet-Steel Bars for Concrete ReinforcementC171-07 Standard Specification for Sheet Materials forCuring ConcreteC309-07 Standard Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC497M-05

29、 Standard Test Methods for Concrete Pipe,Manhole Sections, or TileD698-07e1Standard Test Methods for Laboratory Compac-tion Characteristics of Soil Using StandardEffort (12,400 ft-lbf/ft3(600 kN-m/m3)1.4System descriptionCIPCP shall be constructed underground as a continuousconcrete conduit that has

30、 no steel reinforcement or seamsexcept as specified. CIPCP is used to convey irrigationwater, storm water, or industrial waste under a maximuminternal operating head of 4.5 m and external loads assubsequently discussed.1.5Submittals1.5.1 Pipe geometry reportsPipe dimensions shall be asspecified in T

31、able 1.5.1. When a design differs fromTable 1.5.1, provide a pipe geometry report. Report shallspecify inside and outside dimensions and include minimumwall thickness and additional sacrificial thickness needed forabrasion.1.5.2 Concrete mixtureSubmit a concrete mixture reportas specified in ACI 301

32、M.1.5.3 Test reportsSubmit a test report of results andrecommendations when load testing, as specified in 3.4.1, orhydrostatic testing, as specified in 3.4.2, is required inContract Documents.1.5.4 SealantsSubmit sealant material when repair ofcircumferential cracks as specified in 3.3.2, or longitu

33、dinalcracks as specified in 3.3.3, is required in Contract Documents.1.5.5 Quality assuranceSubmit a quality assurance planthat addresses pipe geometry, concrete mixture, concretecuring process, geotechnical conditions, test reports, andrepair methods as required by the Contract Documents.PART 2PROD

34、UCTS2.1Materials2.1.1 Concrete2.1.1.1 SlumpSlump shall be within limits shown inTable 2.1.1.1.2.1.1.2 Compressive strengthfc shall not be less than28 MPa except for irrigation pipe, which shall not be lessthan 21 MPa, unless specified otherwise.2.1.1.3 Sulfate resistanceWhen sulfate resistance isreq

35、uired, the concrete mixture shall be proportioned asspecified in the Contract Documents.2.1.2 Reinforcement dowelDowel shall be ASTMA615M Grade 280 or greater.2.1.3 SealantChemically cured elastomeric material asspecified in the Contract Documents.2.1.4 Polyethylene filmPolyethylene film complyingwi

36、th ASTM C171 with the exception, nominal thickness of0.038 mm.2.1.5 Curing compoundPigmented membrane curingcompound shall conform to ASTM C309.Table 1.5.1Pipe dimensionsPipe diameter, mm Wall thickness, mm600, 685, and 750 75900 901050 1001200 1251350 1401500 1501650 1651800 1751950 1902100 2002250

37、 2152400 2302590 2502700 2652900 2803050 300SPECIFICATION FOR CAST-IN-PLACE CONCRETE PIPE 346M-3PART 3EXECUTION3.1Preparation3.1.1 Trench3.1.1.1 ExcavationExcavate trench to establish gradeand alignment. Trench shall be shaped to outside diameter ofpipe to provide trench form. Trench form shall prov

38、ide a full,firm, and continuous support by undisturbed earth, rock, orcompacted fill. Trench form shall be stable and free ofprotrusions, mud, debris, and running water. Maintain trenchform moisture in a manner such that water does not escapethe wet concrete. Remove boulders projecting into the tren

39、chto at least 152 mm beyond trench form. Fill the resulting voidin accordance with 3.1.1.3 or with concrete.3.1.1.2 Unstable soilsStabilize or over excavatenoncohesive, unstable strata, or lenses of loose sand, silt, orother noncohesive soils within trench form. Reconstruct asengineered fill.3.1.1.2

40、.a Sensitive clays in trench form shall bestabilized or over excavated and trench form reconstructedas engineered fill.3.1.1.3 Trench repairReconstitute the grade by fillingvoids with sand, pea gravel, crushed rock, or noncohesivesoil. Compact material used to reconstitute the grade to aminimum of 9

41、5% maximum dry density in accordance withASTM D698, unless specified otherwise.3.1.1.4 Backfill materialIn-place backfill materialshall meet compaction requirement, as specified in ContractDocuments.3.2Construction3.2.1 Tolerances and geometry3.2.1.1 Horizontal and vertical alignment3.2.1.1.a GradeD

42、eparture from and return to a gradeshall not exceed 25 mm per 3 m. Maximum departure shallbe limited to 38 mm.3.2.1.1.b AlignmentDeparture from and return toestablished alignment shall not exceed 50 mm per 3 m.Maximum departure shall be limited to 100 mm.3.2.1.2 Wall thicknessWall thickness shall be

43、 asshown in Table 1.5.1. Grade and alignment shall becontrolled so that pipe wall thickness is uniform. Wall thick-ness tolerance is 0 and +0.07 the inside diameter.3.2.1.3 Pipe diameter tolerancesinside diameter ofpipe at any point shall not be less than 98% of design diameter.3.2.1.4 Offset tolera

44、ncesOffset tolerances shall be asindicated in Table 3.2.1.4.3.2.2 Concrete placement3.2.2.1 Placement methodConstruct the pipe mono-lithically. Concrete shall be vibrated, rammed, tamped, orworked until thoroughly consolidated. Sufficiently wet soiladjacent to the pipe so that it does not absorb wat

45、er from theconcrete or expand upon additional wetting.3.2.2.2 Construction joint3.2.2.2.a Cold jointAt the end of concrete placementor any stoppage requiring a casting machine to pull away frompipe construction, leave the pipe end in a rough condition at aslope of approximately 45 degrees from soffi

46、t to invert, with610 mm long No. 13 reinforcement dowels embedded aroundthe pipe circumference as specified. Place the dowels at 305 mmintervals for pipe sizes up to 1829 mm in diameter and at457 mm intervals for pipe sizes 1981 to 3048 mm in diameter.Within 30 minutes before pipe casting resumes, t

47、horoughlyclean the pipe end surface of foreign materials, coatings, andloose or defective concrete and thoroughly wet the surface.Cast a tie-in cap over the joint across the top of pipe fromtrench wall to trench wall. The tie-in cap shall be a minimumlength of 610 mm and centered over the joint. Thi

48、ckness shallbe 1.5 times the wall thickness, as indicated in Table 1.5.1.3.2.2.2.b CollarMake the joint for connections toanother pipe or structure by squaring off the end of theCICIP. Excavate the trench form along the sides and bottomof pipe to permit casting of concrete collar. Collar shall be am

49、inimum length of 610 mm and centered on joint. Collarthickness shall be 1.5 times wall thickness shown in Table 1.5.1.Collar shall extend around the full circumference of pipe.3.2.2.3 FinishInterior surface of pipe shall receive ametal finish.3.2.3 Curing, backfilling, and cleanup3.2.3.1 CuringUse one of the methods specified in3.2.3.2 for exterior curing and use the method specified in3.2.3.3 for interior curing of the pipe.3.2.3.2 Exterior curingThe pipe shall be cured bypolyethylene film or pigmented membrane-curing