ASTM C506-2013a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵洞、雨水道和污水管标准规格》.pdf

《ASTM C506-2013a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵洞、雨水道和污水管标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C506-2013a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe《钢筋混凝土制拱形涵洞、雨水道和污水管标准规格》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C506 13aStandard 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

2、revision. 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-

3、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 manufacturing an

4、d 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 constru

6、ctionsite.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 Low-Alloy Steel Deformedand Plain Bars for Concrete ReinforcementA1064/A1064

7、M 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-pounds fo

8、r 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 Relati

9、ng 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 andShotcrete3. Terminology3.1 DefinitionsFor definitions of

10、 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. Thestrength requirements are prescribed in Table 1.5. Basis of Acceptance5.1 Unless otherwise designated by

11、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 0.01-in.crack and ultimate strength requirements.5.1.1 Acceptance on Basis of Plant Load Bearing Tests

12、,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 by the results of the three-edge-bearingtests as defined in 11.3.1; by such material tests as are r

13、equiredin 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;1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.02 onReinforced Sewer and Culv

14、ert Pipe.Current edition approved Feb. 15, 2013. Published March 2013. Originallyapproved in 1963. Last previous edition approved in 2013 as C506 13. DOI:10.1520/C0506-13A.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For An

15、nual Book of ASTMStandards 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 States1and by visual inspection of the finished pipe to determine itsconformance w

16、ith 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 diameters and classes producedin accordance with 7.1 or 7.2 shall be determined by the resultsof such mater

17、ial 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 that is used on an order; and by inspectionof the finished pipe, including amount and placement ofrei

18、nforcement, 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 itemized in 5.1.1 or5.1.2 may form the basis of acceptance.5.2 Age for AcceptancePipe shall be considered

19、 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 portland cement, blendedhydraulic cement, or portland cement and supplementarycementing materials, or

20、 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 no case, however, shallthe proportion of portland cement, blended hydraulic cement,or a combinatio

21、n of portland cement and supplementarycementing materials be less than 470 lb/yd3.6.2 Cementitious Materials:TABLE 1 Strength Requirements for Reinforced Concrete PipeAApprox-imateEquivalentRoundSize, in.T,in.Mini-mumRise,in.Mini-mumSpan,in.fc,BMPADouble Line ReinforcementCSingle LineReinforcementCo

22、ntinuous Basic Reinforcement = AsDAdditional Reinforcement = AsDClass Inner Cage Outer Cage“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

23、.1718 212 1312 22 4 4 4 . . . . . . . . . . . . . . 0.11 0.14 0.2621 238 1512 26 4 4 4 . . . . . . . . . . . . . . 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 26

24、58 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 0.30 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 .

25、 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 0.27 . 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

26、. 0.64 0.88 .90 812 72 115 . . . . . . . . . . . . . . . . . . . .96 9 7712 122 . . . . . . . . . . . . . . . . . . . .108 10 8718 138 . . . . . . . . . . . . . . . . . . . .120 11 9678 154 . . . . . . . . . . . . . . . . . . . .132 10 10612 16834 . . . . . . . . . . . . . . . . . . . .D-Loads for 3

27、-Edge-Bearing MethodClass 0.01-in.CrackUltimateII 1000 1500III 1350 2000IV 2000 3000NoteTest 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

28、an alternative to designs requiring double line reinforcement, the reinforcement may be 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 reinfo

29、rcement “U ” and the totalreinforcement of the outer cage plus the middle cage shall not 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 con

30、tinuous basic cage and additional cages in area denoted “U ” and “V.”Dimensions “U ” and “V ” are measured on the center line of the culvert wall.C506 13a26.2.1 CementCement shall conform to the requirements ofSpecification C150, or shall be portland blast-furnace slagcement, or slag modified portla

31、nd 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 Granulated Blast-Furnace Slag (GGBFS)GGBFS shall conform to the requirements of Grade 100 or 120of S

32、pecification 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 materials used in the concreteshall be one of the following:6.2.4.1 Portland cement only,6.2.4.2 P

33、ortland blast furnace slag cement only,6.2.4.3 Slag modified portland cement only,6.2.4.4 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,6.2.4.7 A combination of portland cement, grou

34、nd granu-lated blast-furnace slag, and fly ash, or6.2.4.8 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 BlendsThe following admixtures andblends are allowabl

35、e: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 admixture or blend approved by the owner.6.5 Steel

36、 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, weld shear tests are notrequired.6.6 Synthetic Fibers

37、Collated 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 conforming to the requirements ofSpecification C1116 sh

38、all 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 12.7.2 Design TablesThe wall thickness, compressivestrength of concrete,

39、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 beconsidered applicable and binding as if they were

40、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 sizesand loads beyond those shown in Table 1, or spec

41、ial 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 to the ownerany deviations from the requiremen

42、ts 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 the owner proof ofthe adequacy of the proposed

43、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 oracceptable, the manufacturer may be required to perform prooftests on sizes and classes sele

44、cted 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 specification, when the word area is notdescribed by adjectives, such as cross-section or singl

45、e 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. or

46、three 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 p

47、lacementin the wall of the pipe, etc., shall apply to this method offabricating a line of reinforcement.8.1.1 Where one line of reinforcement is used, it shall beplaced so that the cover of the concrete over the circumferentialreinforcement at the vertical and horizontal diameters of thepipe is 1 in

48、. from the inside and outside surfaces of the pipe,except for wall thicknesses less than 212 in., the protectivecover of the concrete over the circumferential reinforcement inthe wall of the pipe shall be38 in.C506 13a38.1.2 Where two lines of reinforcement of arch shapecorresponding to the contour

49、of the pipe are used, each lineshall be so placed that the covering of concrete over thereinforcement is 1 in.8.1.3 The location of the reinforcement shall be subject tothe permissible variations in dimensions given in 12.5. Re-quirements for placement and protective covering of theconcrete from the inner or outer surface of the pipe do notapply to that portion of a cage which is flared so as to extendinto the bell or reduced in diameter so as to extend into thespigot.8.1.3.1 Where the wall reinforcement does not extend intothe joint