ASTM C507M-2015 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土椭圆荷载涵管 暴雨下水道和下水道管的标准规格 (米制)》.pdf

《ASTM C507M-2015 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土椭圆荷载涵管 暴雨下水道和下水道管的标准规格 (米制)》.pdf》由会员分享，可在线阅读，更多相关《ASTM C507M-2015 Standard Specification for Reinforced Concrete Elliptical Culvert Storm Drain and Sewer Pipe (Metric)《钢筋混凝土椭圆荷载涵管 暴雨下水道和下水道管的标准规格 (米制)》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C507M 15Standard Specification forReinforced Concrete Elliptical Culvert, Storm Drain, andSewer Pipe (Metric)1This standard is issued under the fixed designation C507M; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, t

2、he year 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 co

3、vers reinforced elliptically shapedconcrete pipe to be used for the conveyance of sewage,industrial wastes, storm water, and for the construction ofculverts.1.2 Pipe designed for placement with the major axis hori-zontal shall be designated as “Horizontal Elliptical Pipe.” Pipedesigned for placement

4、 with the major axis vertical shall bedesignated as “Vertical Elliptical Pipe.”1.3 This specification is the SI companion to SpecificationC507; therefore, no inch-pound equivalents are presented inthis specification. Reinforced concrete pipe that conforms tothe requirements of C507 are acceptable un

5、der this Specifica-tion C507M 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 between field load condition and the strength classification ofpipe. However, experie

6、nce 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 toconstruction specifications. The owner of the reinforced concrete pipespecified herein is cautioned that he must

7、 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 Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA7

8、06/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 Specification for Concrete AggregatesC150/C150M Specification for Portland CementC260/C2

9、60M Specification for Air-Entraining Admixturesfor ConcreteC309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC443M Specification for Joints for Concrete Pipe andManholes, Using Rubber Gaskets (Metric)C494/C494M Specification for Chemical Admixtures forConcreteC497M Test Me

10、thods for 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 C

11、ement for 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-Reinforce

12、d ConcreteC1602/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 five classes

13、each for horizontal elliptical and verticalelliptical pipe with identification as follows: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 Oct. 15,

14、2015. Published November 2015. Originallyapproved in 1980. Last previous edition approved in 2014 as C507M 14. DOI:10.1520/C0507M-15.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume infor

15、mation, 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 States1Horizontal Elliptical Pipe Vertical Elliptical PipeClass HE-A Class VE-IIClass HE-I Class VE-IIIClass HE-II Class

16、VE-IVClass HE-III Class VE-VClass HE-IV Class VE-VI4.2 The strength requirements for horizontal elliptical pipeare prescribed in Table 1 and for vertical elliptical pipe areprescribed in Table 2.5. Basis of Acceptance5.1 Unless otherwise designated by the owner at the time of,or before, placing an o

17、rder, there are two separate andalternative 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 specified in Table 1.5.1.1 Acceptance on Basis of Plant Load-Bearing Tests,Material Tests, and Inspect

18、ion of Manufactured Pipe for VisualDefects 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 6.2, 6.3, 6.5 and 6

19、.6; by an absorption test of the concretefrom the wall of the pipe as required in 11.9; and by visualinspection of the finished pipe to determine its conformancewith the accepted design prescribed and its freedom fromdefects.5.1.2 Acceptance on the Basis of Material Test and Inspec-tion of Manufactu

20、red 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;bycrushing tests on concrete cores or cured concrete cylinders; byan ab

21、sorption test of the concrete from the wall of the pipe foreach mix design that is used on an order; and by inspection ofTABLE 1 Design Requirements for Horizontal Elliptical (HE) PipeANOTE 1The test load in kilonewtons per linear metre equals D-load inside span in millimetres.NOTE 2Single cage rein

22、forcement, providing tension steel at the top, bottom, and springline, shall be permitted instead of double cage reinforcement.The area of such reinforcement shall be 112 % of the tabulated inner cage area.NOTE 3An inner and outer cage plus quadrant mats shall be permitted instead of double cage rei

23、nforcement. The area of such reinforcement shallbe in accordance with Fig. 1.NOTE 4An inner and outer cage plus a middle cage shall be permitted instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 2.Designated Di-ameter, Equiva-lent RoundSize, mmDesig

24、natedRise, mm Span, mmMinimumWallThickness,mmReinforcement, cm2/linear mClassHE-AClassHE-IClassHE-IIClassHE-IIIClassHE-IVD-Loads0.3=30Ult = 450.3=40Ult = 600.3=50Ult = 750.3=65Ult = 1000.3 = 100Ult = 150InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage450 365 575 69 1.7 . . . 2.3 . .

25、 . 3.0 . . . 4.0 . . . 5.7 . . .600 490 770 82 2.3 . . . 3.2 . . . 4.0 . . . 5.5 . . . 8.3 . . .675 550 865 88 3.0 . . . 3.8 . . . 4.9 . . . 6.6 . . . 9.7 . . .750 610 960 94 2.1 2.1 2.8 2.8 3.6 3.6 4.9 4.9 7.2 7.2825 670 1055 94 2.5 2.5 3.6 3.6 4.4 4.4 5.9 5.9 8.7 8.7900 730 1150 113 2.3 2.3 3.2 3.

26、2 4.0 4.0 5.5 5.5 8.3 8.3975 795 1250 119 2.8 2.8 3.6 3.6 4.4 4.4 6.1 6.1 9.3 9.31050 855 1345 125 3.2 3.2 4.2 4.2 5.1 5.1 7.0 7.0 10.6 10.61200 975 1535 138 3.6 3.6 4.9 4.9 5.9 5.9 8.3 8.3 . . . . . .1350 1095 1730 150 4.2 4.2 5.7 5.7 7.2 7.2 9.5 9.5 . . . . . .1500 1220 1920 163 5.1 5.1 6.8 6.8 8.

27、5 8.5 11.2 11.2 . . . . . .1650 1340 2110 175 5.7 5.7 7.6 7.6 9.5 9.5 12.9 12.9 . . . . . .1800 1465 2305 188 6.6 6.6 8.7 8.7 11.0 11.0 14.8 14.8 . . . . . .1950 1585 2495 200 7.2 7.2 9.5 9.5 11.9 11.9 16.5 16.5 . . . . . .2100 1705 2690 213 8.0 8.0 10.6 10.6 13.3 13.3 18.6 18.6 . . . . . .2250 1830

28、 2880 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 1950 3070 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2550 2075 3265 244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2700 2195 3455 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . .

29、. .2850 2315 3648 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 2440 3840 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3300 2680 4225 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3600 2925 4610 325 . . . . . . . . . . . . . . . . . . . . . .

30、. . . . . . . .Concrete strengthB, MPa 27.6 27.6 27.6 450 to 1650mm, 27.627.61800 to 2100mm, 34.5AConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.BFor sizes and loads beyond those shown in this table, pipe designs are available that make use of on

31、e or a combination of the following: shear steel, multiple cages,or thicker walls in accordance with the provisions of 7.3.C507M 152the finished pipe, including amount and placement ofreinforcement, to determine its conformance with the accepteddesign and its freedom from defects.5.1.3 When agreed u

32、pon 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 tests.6. Materials6.1 Rei

33、nforced ConcreteThe reinforced concrete shallconsist of cementitious materials, mineral aggregates,admixtures, if used, and water, in which steel has beenembedded in such a manner that the steel and concrete acttogether.6.2 Cementitious Materials:6.2.1 CementCement shall conform to the requirementsf

34、or portland cement of Specification C150/C150M, or shall beportland blast-furnace slag cement, portland-limestone cement,or portland-pozzolan cement conforming to the requirementsof Specification C595/C595M, except that the pozzolan con-stituent in the Type IP portland pozzolan cement shall be flyas

35、h.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 Allowable Combinations of Cementitious MaterialsThe combination of cementitious ma

36、terials 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 A combination of portland cement or portland-limestone cement and slag cement,6.

37、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-pozzolan cement and flyash.TABLE 2 Design Requirements for Vertical Elliptical PipeANOT

38、E 1Test load in kilonewtons per linear metre equals D-load inside span in millimetres.NOTE 2An inner and outer cage plus quadrant mats shall be permitted instead of double cage reinforcement. The area of such reinforcement shallbe in accordance with Fig. 3.NOTE 3Single cage reinforcement, providing

39、tension steel at the top, bottom, and spring line shall be permitted instead of double cage reinforcement.The area of such reinforcement shall be 112 % of the tabulated inner cage area.NOTE 4An inner and outer cage plus a middle cage shall be permitted instead of double cage reinforcement. The area

40、of such reinforcement shallbe in accordance with Fig. 4.Designated Di-ameter, Equiva-lent RoundSize, mmDesignatedRise, mm Span, mmMinimumWallThickness,mmReinforcement, cm2/linear mClassVE-IIClassVE-IIIClassVE-IVClassVE-VClassVE-VID-Loads0.3=50Ult = 750.3=65Ult = 1000.3 = 100Ult = 1500.3 = 140Ult = 1

41、750.3 = 190Ult = 235InCageOutCageInCageOutCageInCageOutCageInCageOutCageInCageOutCage900 1150 730 113 1.7 1.1 2.3 1.5 3.4 2.1 4.9 3.0 6.6 4.0975 1250 795 119 1.9 1.1 2.5 1.5 3.8 2.3 5.5 3.4 7.4 4.41050 1345 855 125 2.1 1.3 2.8 1.7 4.2 2.5 6.1 3.6 8.0 4.91200 1535 975 138 2.3 1.5 3.2 1.9 4.7 2.8 7.0

42、4.2 9.3 5.51350 1730 1095 150 2.8 1.7 3.8 2.3 5.7 3.4 8.5 5.1 11.2 5.81500 1920 1220 163 3.4 2.1 4.4 2.8 6.6 4.0 9.9 5.9 . . . . . .1650 2110 1340 175 3.8 2.3 5.3 3.2 7.6 4.7 11.6 7.0 . . . . . .1800 2305 1465 188 4.4 2.8 5.9 3.6 8.7 5.3 . . . . . . . . . . . .1950 2495 1585 200 4.9 3.0 6.6 4.0 9.9

43、5.9 . . . . . . . . . . . .2100 2690 1705 213 5.5 3.4 7.4 4.4 11.2 6.8 . . . . . . . . . . . .2250 2880 1830 225 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2400 3070 1950 238 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2550 3265 2075 244 . . . . . . . . . . . . . . . .

44、 . . . . . . . . . . . . .2700 3455 2195 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2850 3648 2315 263 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 3840 2440 275 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3300 4225 2680 300 . . . . . . . . . . .

45、 . . . . . . . . . . . . . . . . . . .3600 4610 2925 325 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Concrete strengthB, MPa 27.6 27.6 27.6 34.5 41.4AFor sizes and loads beyond those shown in this table, pipe designs are available which make use of one or a combination of the followin

46、g: shear steel, multiple cages,or thicker walls in accordance with the provisions of 7.3.BConcrete strength for designs with reinforcement tabulated. For modified or special designs, see 7.3.C507M 1536.3 AggregatesAggregates shall conform to the require-ments of Specification C33/C33M except that th

47、e 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 Chemical admixture conforming to SpecificationC494/C494M;6.4.3 Chemical admixture for use in producing flowingconcrete

48、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 conforming to Specification A1064/A1064M, or of bars conforming to Specification A36/A36M,Specification A615/A615M Grade 280

49、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 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 1) designedand manufactured specifically for use in concrete and conform-ing to the requirements of Specification C1116/C1116M s