ASTM C506-2015 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形排水管 雨水管和污水管的标准规格》.pdf

《ASTM C506-2015 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形排水管 雨水管和污水管的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C506-2015 Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形排水管 雨水管和污水管的标准规格》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C506 15Standard 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 U.S. Department of Defense.1. Scope1.1 This specification covers reinforced a

3、rch-shaped 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 manufacturin

4、g and 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 c

5、lass 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 con

6、structionsite.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/

7、A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement, Plain and Deformed, forConcreteC33 Specification for Concrete AggregatesC150 Specification for Portland CementC260 Specification for Air-Entraining Admixtures for Con-creteC309 Specification for Liquid Membrane-Forming Com-poun

8、ds for Curing ConcreteC494/C494M Specification for Chemical Admixtures forConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, orTileC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC822 Terminology R

9、elating to Concrete Pipe and RelatedProductsC989 Specification for Slag Cement for Use in Concrete andMortarsC1017/C1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116 Specification for Fiber-Reinforced Concrete andShotcreteC1602/C1602M Specification for Mixing Wate

10、r Used in theProduction of Hydraulic Cement Concrete3. Terminology3.1 DefinitionsFor definitions of terms relating to con-crete pipe, see Terminology C822.4. Classification4.1 Pipe manufactured according to this specification shallbe of three classes identified as ClassA-II,A-III, andA-IV. Thestreng

11、th 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-tive bases of acceptance. Independent of the method ofacceptance, the pipe shall be designed to meet both the 0.0

12、1-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 ImperfectionsAcceptability of the pipe in alldiameters and classes produced in accordance with 7.1 or 7.2,shall be determined

13、by the results of the three-edge-bearingtests as defined in 11.3.1; by such material tests as are required1This 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 ap

14、proved Jan. 1, 2015. Published January 2015. Originallyapproved in 1963. Last previous edition approved in 2014 as C506 14. DOI:10.1520/C0506-15.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards

15、volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1in accordance with 6.2, 6.3, 6.5, and 6.6, by an absorption testof the concrete from the wall of the p

16、ipe 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 Material Tests and Inspectionof Manufactured Pipe for Defects and ImperfectionsAcceptability of the pipe in all diameter

17、s 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 or cured concrete cylinders;by an absorption test of the concrete from the wall of the pipefor each mix design th

18、at 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 defects.5.1.3 When agreed upon by the owner and the manufacturer,any portion or any combination of the tests itemiz

19、ed 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 tests.6. Materials6.1 The aggregate shall be so sized, graded, proportioned,and mixed with such proportions of po

20、rtland cement, blendedhydraulic cement, or portland cement and supplementarycementing materials, or admixtures, or a combination thereof,if used, and water to produce a homogeneous concrete mixtureof such quality that the pipe will conform to the test and designrequirements of this specification. In

21、 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/yd3.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirements ofSpecification C150, or shall be portl

22、and blast-furnace slagTABLE 1 Strength Requirements for Reinforced Concrete PipeAApprox-imateEquivalentRoundSize, in.T,in.Mini-mumRise,in.Mini-mumSpan,in.fc,BMPADouble Line ReinforcementCSingle LineReinforcementContinuous BasicReinforcement = AsDAdditional Reinforcement = AsDClass Inner Cage Outer C

23、age“U”(Inner Cage)“V”(Outer 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、 . . . . . . . . . . . . . 0.12 0.17 0.2924 3 18 2812 4 4 4 . . . . . . . . . . . . . . 0.16 0.21 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 0.12 0.18 0.24 0.3636 4 2658 4338 4 4 4 0.11 0.15 0.21 0.09 0.12 0.17 30 0.11 0.15 0.21 34 0.09 0.12 0.16 0.21 0.3

25、0 0.4442 412 31516 5118 4 4 4 0.12 0.18 0.27 0.10 0.14 0.21 34 0.12 0.18 0.27 39 0.10 0.14 0.21 0.26 0.36 0.5448 5 36 5812 4 4 . 0.15 0.21 . 0.12 0.17 . 42 0.15 0.21 . 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

26、0.27 . 0.17 0.21 . 52 0.21 0.27 . 55 0.17 0.21 . 0.42 0.56 .72 7 54 88 4 5 . 0.26 0.36 . 0.20 0.27 . 60 0.26 0.36 . 67 0.20 0.27 . 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 3000Note

28、Test load in pounds per linear footequals D-load inside span in feet.AFor modified or special designs, see 7.3.Bfc, 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

29、positioned and proportioned 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 total reinforcementof the outer cage plus the middle cage shall not

30、be less than that specified 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 “

31、V” are measured on the center line of the culvert wall.C506 152cement, or slag modified portland cement, or portland-pozzolan cement conforming to the requirements of Specifica-tion C595, except that the pozzolan constituent in the Type IPportland-pozzolan cement shall be fly ash.6.2.2 Ground Granul

32、ated 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 or Class C of Specification C618.6.2.4 Allowable Combinations of Cementitious MaterialsThe combination of cementitious mate

33、rials 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 Portland pozzolan cement only,6.2.4.4 A combination of portland cement and groundgranulated blast-furnace slag,6.2.4.5 A combination of portland cement and fly

34、 ash,6.2.4.6 A combination of portland cement, ground granu-lated blast-furnace slag, and fly ash, or6.2.4.7 A combination of portland pozzolan cement and flyash.6.3 AggregatesAggregates shall conform to SpecificationC33 except that the requirement for gradation shall not apply.6.4 Admixtures and Bl

35、endsThe following admixtures andblends are allowable:6.4.1 Air-entraining admixture conforming 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

36、 admixture or blend approved by the owner.6.5 Steel ReinforcementReinforcement shall conform tothe requirements of Specification A1064/A1064M, or barsconforming to Specification A36/A36M, Specification A615/A615M Grade 40 or 60, or Specification A706/A706M Grade60. For helically wound cages only, we

37、ld shear tests are notrequired.6.6 Synthetic FibersCollated fibrillated virgin polypropyl-ene 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 conf

38、orming to the requirements ofSpecification 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 Rise2 R2B 5 A1s

39、R22 R3d22 C2C 5Span22 R3ApproximateEquivalentRoundSize, 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

40、4.4 2212 3614 334 71116 12332 51 1834 613236 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

41、 102 10 182132 37132 16212 52 13313290 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 A

42、rch PipeC506 1537.2 Design TablesThe wall 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

43、tabulated requirements and are to beconsidered 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

44、Section 7 or special designs for sizesand 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 be

45、havior of pipe and shall fully describe 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.

46、7.3.3 The manufacturer shall submit to 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 oraccept

47、able, the manufacturer may be required to perform prooftests on sizes and classes selected by the owner to demonstratethe adequacy 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 specifica

48、tion, when the word area is notdescribed 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

49、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 more than the thickness ofone longitudinal plus14 in. The multiple layers shall befastened together to form a single cage. All other specificationrequirements such as laps, welds, and tolerances of placementin the wall of the pipe, etc., shall apply to this meth