ASTM C506M-2016a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制拱形排水管 雨水管和污水管 (公制) 的标准规格》.pdf

《ASTM C506M-2016a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制拱形排水管 雨水管和污水管 (公制) 的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C506M-2016a Standard Specification for Reinforced Concrete Arch Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土制拱形排水管 雨水管和污水管 (公制) 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: C506M 16aStandard Specification forReinforced Concrete Arch Culvert, Storm Drain, and SewerPipe (Metric)1This standard is issued under the fixed designation C506M; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the ye

2、ar of last 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 U.S. Department of Defense.1. Scope1.1 This specification covers

3、reinforced arch-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 SI companion to SpecificationC506; therefore, no inch-pound equivalents are presented inthis specification. Reinforced conc

4、rete pipe that conform to therequirements of Specification C506 are acceptable under thisSpecification C506M unless prohibited by the owner.NOTE 1This specification is a manufacturing and purchase specifica-tion only, and does not include requirements for bedding, backfill, or therelationship betwee

5、n 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 of pipe, typeof bedding and backfill, and care that the installation conforms to theconstruction specifications.

6、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 constructionsite.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA615/A615M

7、Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA1064/A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement, Plain and Deformed, forConcreteC33/C33M Speci

8、fication for Concrete AggregatesC150/C150M Specification for Portland CementC260/C260M Specification for Air-Entraining Admixturesfor ConcreteC309 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 (Metric)C595/C595M 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/C989M Specification for Slag Cement fo

10、r Use inConcrete and MortarsC990M Specification for Joints for Concrete Pipe,Manholes, and Precast Box Sections Using PreformedFlexible Joint Sealants (Metric)C1017/C1017M Specification for Chemical Admixtures forUse in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced Concre

11、teC1602/C1602M Specification for Mixing Water Used in theProduction of Hydraulic Cement Concrete3. Terminology3.1 DefinitionsFor definitions of terms relating to concretepipe, see Terminology C822.4. Classification4.1 Pipe manufactured according to this specification shallbe of three classes identif

12、ied 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-tive bases of acceptance. Independent of the method ofacceptance, the p

13、ipe 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 Visual1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the d

14、irect responsibility of Subcommittee C13.02 onReinforced Sewer and Culvert Pipe.Current edition approved March 1, 2016. Published March 2016. Originallyapproved in 1980. Last previous edition approved in 2016 as C506M 16. DOI:10.1520/C0506M-16A.2For referenced ASTM standards, visit the ASTM website,

15、 www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual 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 States1De

16、fects and ImperfectionsAcceptability of the pipe in alldiameters and classes produced in accordance with 7.1 or 7.2shall be determined by the results of the three-edge-bearingtests as defined in 11.3.1; by such material tests as are requiredin accordance with 6.2, 6.3, 6.5, and 6.6, by an absorption

17、 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 the Basis of Material Test and Inspec-tion of Manufactured Pipe for Defects and Imperf

18、ectionsAcceptability 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 accordance with 6.2,6.3, 6.5, and 6.6; by crushing tests on concrete cores or curedconcrete cylinders; by an absorption test

19、 of the concrete fromthe wall of the pipe for each mix design that is used on anorder; and by inspection of the finished pipe, including amountand placement of reinforcement, to determine its conformancewith the accepted design and its freedom from defects.5.1.3 When agreed upon by the owner and the

20、 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 tests.6. Materials6.1 Reinforced ConcreteThe rein

21、forced concrete shallconsist of cementitious materials, mineral aggregates, water,and admixtures, if used, in which steel has been embedded insuch a manner that the steel and concrete act together.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsfor portland cement of S

22、pecification C150/C150M, or shall beTABLE 1 Strength Requirements for Reinforced Concrete PipeAApprox-imateEquivalentRoundSize,mmT,mmMini-mumRise,mmMini-mumSpan,mmfcBMPaDouble Line ReinforcementCSingle LineReinforcementContinuous Basic Reinforcement = AsDAdditional Reinforcement = AsDClass Inner Cag

23、e 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,mmA-II A-III A-IVDimen-sion,mmA-II A-III A-IV A-II A-III A-IV375 57 280 460 27.6 27.6 27.6 . . . . . . . . . . . . . . 1.7 2.5 3.6450 63 345 560 27.6 27.6 27.6 . . . . . . . . . . . . . . 2.3 3.0 5.

24、5525 69 395 660 27.6 27.6 27.6 . . . . . . . . . . . . . . 2.8 3.6 6.1600 75 460 725 27.6 27.6 27.6 . . . . . . 660 . . . 735 . . . 3.4 4.6 6.8750 88 570 920 27.6 27.6 27.6 1.9 2.5 3.8 1.5 1.9 3.0 760 1.9 2.5 3.8 865 1.5 1.9 2.8 3.8 5.1 7.6900 100 675 1110 27.6 27.6 27.6 2.3 3.2 4.6 1.9 2.5 3.6 865

25、2.3 3.2 4.6 990 1.9 2.5 3.4 4.6 6.3 9.31050 113 795 1300 27.6 27.6 27.6 2.8 3.8 5.7 2.1 3.0 4.4 1065 2.8 3.8 5.7 1090 2.1 3.0 4.6 5.5 7.6 11.41200 125 915 1485 27.6 27.6 . 3.2 4.6 . 2.5 3.6 . 1220 3.2 4.6 . 1245 2.5 3.6 . 6.3 9.3 .1350 138 1015 1650 27.6 27.6 . 3.8 5.1 . 3.0 4.0 . 1320 3.8 5.1 . 139

26、5 3.0 4.0 . 7.6 10.2 .1500 150 1145 1855 27.6 27.6 . 4.4 5.9 . 3.6 4.6 . 1525 4.4 5.9 . 1700 3.6 4.6 . 8.9 11.8 .1800 175 1370 2235 27.6 34.5 . 5.5 7.6 . 4.2 5.9 . 1725 5.5 7.6 . 1955 4.2 5.9 . 11.0 15.2 .2100 200 1575 2590 27.6 34.5 . 6.8 9.3 . 5.1 7.2 . . 6.8 9.3 . . 5.1 7.2 . 13.5 18.6 .2250 213

27、1830 2920 . . . . . . . . . . . . . . . . . . . .2400 225 1960 3100 . . . . . . . . . . . . . . . . . . . .2700 250 2215 3505 . . . . . . . . . . . . . . . . . . . .3000 275 2460 3910 . . . . . . . . . . . . . . . . . . . .3300 250 2705 4285 . . . . . . . . . . . . . . . . . . . .D-Loads for 3Edge-B

28、earing MethodClass 0.3-mmCrackUltimateA-II 50.0 75.0A-III 65.0 100.0A-IV 100.0 150.0NoteTest load in newtons per linearmetre equals D-load inside span inmillimetres.AFor modified or special designs, see 7.3.Bfc= minimum compressive strength of concrete in megapascals.CAs an alternative to designs re

29、quiring 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 reinforcement “U ” and the totalre

30、inforcement 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 millimetres per longitudinal centimetre of pipe barrel in each continuous basic cag

31、e and additional cages in area denoted “U ”and “V.” Dimensions “U ” and “V ” are measured on the center line of the culvert wall.C506M 16a2portland blast-furnace slag cement, portland-limestone cement,or portland-pozzolan cement conforming to the requirementsof Specification C595/C595M, except that

32、the pozzolan con-stituent in the Type IP portland pozzolan cement shall be flyash.6.2.2 Slag CementSlag cement shall conform to the re-quirements of Grade 100 or 120 of Specification C989/C989M.6.2.3 Fly AshFly ash shall conform to the requirements ofClass F or Class C of Specification C618.6.2.4 Al

33、lowable 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 Portland-pozzolan cement only,6.2.4.4 Portland-limestone cement only,6.2.4.5

34、A combination of portland cement or portland-limestone cement and slag cement,6.2.4.6 A combination of portland cement or portland-limestone cement and fly ash,6.2.4.7 A combination of portland cement or portland-limestone cement, slag cement, and fly ash, or6.2.4.8 A combination of portland pozzola

35、n cement and flyash.6.3 AggregatesAggregates shall conform to the require-ments of Specification C33/C33M except that the requirementfor gradation shall not apply.6.4 AdmixturesThe following admixtures and blends areallowable:6.4.1 Air-entraining admixture conforming to SpecificationC260/C260M;6.4.2

36、 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 ofwire and welded wire confo

37、rming to of Specification A1064/A1064M or of bars conforming to Specification A36/A36M,Specification A615/A615M Grade 280 or 420, or SpecificationA706/A706M Grade 420. For helically wound cages only,weld shear tests are not required.6.6 FibersSynthetic fibers and nonsynthetic fibers shall beallowed

38、to be used, at the manufacturers option, in concretepipe as a nonstructural manufacturing material. Synthetic fibers(Type II and Type III) and nonsynthetic fiber (Type I) designedand manufactured specifically for use in concrete and conform-ing to the requirements of Specification C1116/C1116M shall

39、be accepted.6.7 WaterWater used in the production of concrete shallbe potable or nonpotable water that meets the requirements ofSpecification C1602/C1602M.7. Design7.1 Size and DimensionsThe standard sizes of arch pipeare listed in Table 1. The internal dimensions for each standardsize shall be as d

40、efined in Fig. 1, subject to the permissiblevariations of Section 12.7.2 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, 11.4, and Section 12.7.2.1 Footnotes to the ta

41、bles herein are intended to beamplifications of the 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 m

42、odified designs that differfrom the designs in this 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

43、 evaluations of the ultimate strength andcracking behavior 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

44、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 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

45、 three-edge-bearing tests are not available oracceptable, 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 i

46、n accordance withSection 5.7.4 AreaIn this specification, when the word area is notdescribed by adjectives, such as cross-sectional or single wire,it shall be understood to be the cross-sectional area ofreinforcement per unit lengths of pipe.8. Reinforcement8.1 Circumferential ReinforcementA line of

47、 circumferen-tial reinforcement for any given total area may be composed oftwo layers for pipe with wall thicknesses of less than 180 mmor three layers for pipe with wall thicknesses of 180 mm orgreater. The layers shall not be separated by more than thethickness of one longitudinal plus 6 mm. The m

48、ultiple layersshall be fastened together to form a single cage. All otherspecification requirements such as laps, welds, and tolerancesof placement in the wall of the pipe, etc., shall apply to thismethod of fabricating a line of reinforcement.8.1.1 Where one line of reinforcement is used, it shall

49、beplaced so that the cover of the concrete over the circumferentialreinforcement at the vertical and horizontal diameters of thepipe is 25 mm from the inside and outside surfaces of the pipe,except for wall thicknesses less than 62 mm, the protectiveC506M 16a3cover of the concrete over the circumferential reinforcement inthe wall of the pipe shall be 18 mm.8.1.2 Where two lines of reinforcement of arch shapecorresponding to the contour of the pipe are used, each lineshall be so placed that the covering of concrete over thereinforcement is 25 mm.8.1.3 The