ASTM C506-2010 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵管、雨水管和污水管用标准规范》.pdf

《ASTM C506-2010 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵管、雨水管和污水管用标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C506-2010 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵管、雨水管和污水管用标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C506 10Standard Specification forReinforced Concrete Arch Culvert, Storm Drain, and SewerPipe1This standard is issued under the fixed designation C506; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last r

2、evision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () 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 reinforced arch-s

3、haped con-crete pipe to be used for the conveyance of sewage, industrialwastes, storm water, and for the construction of culverts.1.2 This specification is the inch-pound companion toC506M; therefore, no SI equivalents are presented in thespecification.NOTE 1This specification is a manufacturing and

4、 purchase specifica-tion only, and does not include requirements for bedding, backfill, or therelationship between field load condition and the strength classification ofpipe. However, experience has shown that the successful performance ofthis product depends upon the proper selection of the class

5、of pipe, typeof bedding and backfill, and care that the installation conforms to theconstruction specifications. The owner of the reinforced concrete pipespecified herein is cautioned that he must correlate the field requirementswith the class of pipe specified and provide inspection at the construc

6、tionsite.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA82/A82M Specification for Steel Wire, Plain, for ConcreteReinforcementA185/A185M Specification for Steel Welded Wire Rein-forcement, Plain, for ConcreteA496/A496M Specification for Steel Wire, Defo

7、rmed, forConcrete ReinforcementA497/A497M Specification for Steel Welded Wire Rein-forcement, Deformed, for ConcreteA615/A615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Low-Alloy Steel Deformedand Plain Bars for Concrete Reinforcemen

8、tC33 Specification for Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for Con-creteC309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures forConcreteC497M Test Methods fo

9、r Concrete Pipe, Manhole Sections,or Tile MetricC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and RelatedProductsC989 Specification for Slag Cement for Use in Concr

10、eteand MortarsC1017/C1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116 Specification for Fiber-Reinforced Concrete andShotcrete3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Terminology C822.4. Classification4.1 Pipe manufact

11、ured according to this specification shallbe of three classes identified as ClassA-II,A-III, andA-IV. Thestrength requirements are prescribed in Table 1.5. Basis of Acceptance5.1 Unless otherwise designated by the owner at the time of,or before placing an order, there are two separate and alterna-ti

12、ve bases of acceptance. Independent of the method ofacceptance, the pipe shall be designed to meet both the 0.01-in.crack and ultimate strength requirements.5.1.1 Acceptance on Basis of Plant Load Bearing Tests,Material Tests, and Inspection of Manufactured Pipe for VisualDefects and ImperfectionsAc

13、ceptability of the pipe in alldiameters and classes produced in accordance with 7.1 or 7.2,1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.02 onReinforced Sewer and Culvert Pipe.Current edition approved Feb. 1,

14、2010. Published February 2010. Originallyapproved in 1963. Last previous edition approved in 2009 as C506 09. DOI:10.1520/C0506-10.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume informa

15、tion, 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.shall be determined by the results of the three-edge-bearingtests as defined in 11.3.1; by such material tests as a

16、re requiredin accordance with 6.2, 6.3, 6.5, and 6.6, by an absorption testof the concrete from the wall of the pipe as required in 11.9;and by visual inspection of the finished pipe to determine itsconformance with the accepted design and its freedom fromdefects.5.1.2 Acceptance on Basis of Materia

17、l Tests and Inspectionof Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameters and classes producedin accordance with 7.1 or 7.2 shall be determined by the resultsof such material tests as are required in 6.2, 6.3, 6.5, and 6.6;by crushing tests on concrete cores

18、or cured concrete cylinders;by an absorption test of the concrete from the wall of the pipefor each mix design that is used on an order; and by inspectionof the finished pipe, including amount and placement ofreinforcement, to determine its conformance with the accepteddesign and its freedom from de

19、fects.5.1.3 When agreed upon by the owner and the manufacturer,any portion or any combination of the tests itemized in 5.1.1 or5.1.2 may form the basis of acceptance.5.2 Age for AcceptancePipe shall be considered ready foracceptance when they conform to the requirements as indicatedby the specified

20、tests.6. Materials6.1 The aggregate shall be so sized, graded, proportioned,and mixed with such proportions of portland cement, blendedhydraulic cement, or portland cement and supplementarycementing materials, or admixtures, or a combination thereof,if used, and water to produce a homogeneous concre

21、te mixtureof such quality that the pipe will conform to the test and designrequirements of this specification. In no case, however, shallthe proportion of portland cement, blended hydraulic cement,or a combination of portland cement and supplementarycementing materials be less than 470 lb/yd3.TABLE

22、1 Strength Requirements for Reinforced Concrete PipeAApprox-imateEquivalentRoundSize, in.T,in.Mini-mumRise,in.Mini-mumSpan,in.f 8c,BMPADouble Line ReinforcementCSingle LineReinforcementContinuous BasicReinforcement = AsDAdditional Reinforcement = AsDClass Inner Cage Outer Cage“U”(Inner Cage)“V”(Oute

23、r Cage)A-II A-III A-IV A-II A-III A-IV A-II A-III A-IVDimen-sion,in.A-II A-III A-IVDimen-sion,in.A-II A-III A-IV A-II A-III A-IV15 214 11 18 4 4 4 . . . . . . . . . . . . . . 0.08 0.12 0.1718 212 1312 22 4 4 4 . . . . . . . . . . . . . . 0.11 0.14 0.2621 238 1512 26 4 4 4 . . . . . . . . . . . . . .

24、 0.13 0.17 0.2924 3 18 2812 4 4 4 . . . . . . . . . . . . . . 0.16 0.22 0.3230 312 2212 3614 4 4 4 0.09 0.12 0.18 0.07 0.09 0.14 26 0.09 0.12 0.18 29 0.07 0.09 0.13 0.18 0.24 0.3636 4 2658 4338 4 4 4 0.11 0.15 0.22 0.09 0.12 0.17 30 0.11 0.15 0.22 34 0.09 0.12 0.16 0.22 0.30 0.4442 412 31516 5118 4

25、4 4 0.13 0.18 0.27 0.10 0.14 0.21 34 0.13 0.18 0.27 39 0.10 0.14 0.22 0.26 0.36 0.5448 5 36 5812 4 4 . 0.15 0.22 . 0.12 0.17 . 42 0.15 0.22 . 43 0.12 0.17 . 0.30 0.44 .54 512 40 65 4 4 . 0.18 0.24 . 0.14 0.19 . 48 0.18 0.24 . 49 0.14 0.19 . 0.36 0.48 .60 6 45 73 4 4 . 0.21 0.28 . 0.17 0.22 . 52 0.21

26、 0.28 . 55 0.17 0.22 . 0.42 0.56 .72 7 54 88 4 5 . 0.26 0.36 . 0.20 0.28 . 60 0.26 0.36 . 67 0.20 0.28 . 0.52 0.72 .84 8 62 102 4 5 . 0.32 0.44 . 0.24 0.34 . 68 0.32 0.44 . 77 0.24 0.34 . 0.64 0.88 .90 812 72 115 . . . . . . . . . . . . . . . . . . . .96 9 7712 122 . . . . . . . . . . . . . . . . .

27、. . .108 10 8718 138 . . . . . . . . . . . . . . . . . . . .120 11 9678 154 . . . . . . . . . . . . . . . . . . . .132 10 10612 16834 . . . . . . . . . . . . . . . . . . . .D-Loads for 3-Edge-Bearing MethodClass 0.01-in.CrackUltimateII 1000 1500III 1350 2000IV 2000 3000NoteTest load in pounds per li

28、near footequals D-load 3 inside span in feet.AFor modified or special designs, see 7.3.Bf 8c, ksi = minimum compressive strength of concrete in thousands of pounds-force per square inch.CAs an alternative to designs requiring double line reinforcement, the reinforcement may be positioned and proport

29、ioned so that the total reinforcement of the inner cageplus the middle cage shall not be less than that specified for the inner cage continuous basic reinforcement, and the additional reinforcement “U ” and the totalreinforcement of the outer cage plus the middle cage shall not be less than that spe

30、cified for the outer cage continuous basic reinforcement and the additional reinforcement“V.”DAs= circumferential steel area in square inches per longitudinal foot of pipe barrel in each continuous basic cage and additional cages in area denoted “U ” and “V.”Dimensions “U ” and “V ” are measured on

31、the center line of the culvert wall.C506 1026.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsof Specification C150, or shall be portland blast-furnace slagcement, or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specifica-t

32、ion C595, except that the pozzolan constituent in the Type IPportland-pozzolan cement shall be fly ash.6.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120of Specification C989.6.2.3 Fly AshFly ash shall conform to the requirements ofClass F o

33、r Class C of Specification C618.6.2.4 Allowable Combinations of Cementitious MaterialsThe combination of cementitious materials used in the concreteshall be one of the following:6.2.4.1 Portland cement only,6.2.4.2 Portland blast furnace slag cement only,6.2.4.3 Slag modified portland cement only,6.

34、2.4.4 Portland pozzolan cement only,6.2.4.5 A combination of portland cement and groundgranulated blast-furnace slag,6.2.4.6 A combination of portland cement and fly ash, or6.2.4.7 A combination of portland cement, ground granu-lated blast-furnace slag (not to exceed 25 % of the totalcementitious we

35、ight) and fly ash (not to exceed 25 % of thetotal cementitious weight.6.3 AggregatesAggregates shall conform to SpecificationC33 except that the requirement for gradation shall not apply.6.4 Admixtures and BlendsThe following admixtures andblends are allowable:6.4.1 Air-entraining admixture conformi

36、ng to SpecificationC260;6.4.2 Chemical admixture conforming to SpecificationC494/C494M;6.4.3 Chemical admixture for use in producing flowingconcrete conforming to Specification C1017/C1017M; and6.4.4 Chemical admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall consist

37、 ofwire conforming to Specification A82/A82M or SpecificationA496/A496M; or of wire reinforcement conforming to Speci-fication A185/A185M or Specification A497/A497M;orofbars conforming to Specification A36/A36M, SpecificationA615/A615M Grade 40 or 60, or Specification A706/A706MGrade 60.6.6 Synthet

38、ic FibersCollated fibrillated virgin polypropy-lene fibers may be used, at the manufacturers option, inconcrete pipe as a nonstructural manufacturing material. OnlyType III synthetic fibers designed and manufactured specifi-cally for use in concrete and conforming to the requirements ofSpecification

39、 C1116 shall be accepted.7. Design7.1 Size and DimensionsThe standard sizes of arch pipeare listed in Table 1. The internal dimensions for each standardsize shall be as defined in Fig. 1, subject to the permissiblevariations of Section 12.A 5 Rise 2 R2B 5 A 1 =R22 R3!22 C2C 5Span22 R3ApproximateEqui

40、valentRoundSize, in.WaterArea, ft2Rise, in. Span, in. A,in. B,in. C,in. R1,in. R2,in. R3,in.15 1.1 11 1838 41116 43132 2278 1058 413218 1.65 1312 22 14 6534 2712 1334 51421 2.2 1512 2634 614 734 3512 1434 51424 2.8 18 2812 3716 52932 92132 401116 14916 4193230 4.4 2212 3614 334 71116 12332 51 1834 6

41、13236 6.4 2658 4334 418 8916 1512 62 2212 63842 8.8 31516 5118 5116 10116 18 73 2614 791648 11.4 36 5812 611932 2012 84 30 83454 14.3 40 65 658 13 221116 9212 3338 9131660 17.7 45 73 712 141116 25932 105 3712 1173272 25.6 54 88 9 17 31716 126 45 1291684 34.6 62 102 10 182132 37132 16212 52 13313290

42、44.5 72 115 13 231316 38732 183 59 1993296 51.7 7714 122 1514 241132 401516 218 62 20116108 66.0 8718 138 1718 262732 4658 269 70 2238120 81.8 9678 154 1878 29732 53 30138 78 24132 99.1 10612 16834 2078 321516 5712 329 8558 2678FIG. 1 Cross-Sectional Shape of Arch PipeC506 1037.2 Design TablesThe wa

43、ll thickness, compressivestrength of concrete, and the area of circumferential reinforce-ment shall be as prescribed in Table 1, subject to the provisionsof 7.3 and Sections 11 and 12.7.2.1 Footnotes to the tables herein are intended to beamplifications of the tabulated requirements and are to becon

44、sidered applicable and binding as if they were contained inthe body of the specification.7.3 Modified and Special Designs:7.3.1 If permitted by the owner, the manufacturer mayrequest approval by the owner of modified designs that differfrom the designs in this Section 7 or special designs for sizesa

45、nd loads beyond those shown in Table 1, or special designs forpipe sizes that do not have steel reinforcement areas shown inTable 1.7.3.2 Such modified or special designs shall be based onrational or empirical evaluations of the ultimate strength andcracking behavior of pipe and shall fully describe

46、 to the ownerany deviations from the requirements of this Section 7. Thedescriptions of modified or special designs shall include thewall thickness, the concrete strength, and the area, type,placement, number of layers, and strength of the steel rein-forcement.7.3.3 The manufacturer shall submit to

47、the owner proof ofthe adequacy of the proposed modified or special design. Suchproof may comprise the submission of certified three-edge-bearing tests already made, which are acceptable to the owneror, if such three-edge-bearing tests are not available or accept-able, the manufacturer may be require

48、d to perform proof testson sizes and classes selected by the owner to demonstrate theadequacy of the proposed design.7.3.4 Such pipe must meet all of the test and performancerequirements specified by the owner in accordance withSection 5.7.4 AreaIn this specification, when the word area is notdescri

49、bed by adjectives, such as cross-section or single wire, itshall be understood to be the cross-sectional area of reinforce-ment per unit lengths of pipe.8. Reinforcement8.1 Circumferential ReinforcementA line of circumferen-tial reinforcement for any given total area may be composed oftwo layers for pipe with wall thicknesses of less than 7 in. orthree layers for pipe with wall thicknesses of 7 in. or greater.The layers shall not be separated by mo