ASTM F679-2013a Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings《聚氯乙烯(PVC)大口径塑料重力下水道管件和配件的标准规范》.pdf

《ASTM F679-2013a Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings《聚氯乙烯(PVC)大口径塑料重力下水道管件和配件的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM F679-2013a Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings《聚氯乙烯(PVC)大口径塑料重力下水道管件和配件的标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F679 13a An American National StandardStandard Specification forPoly(Vinyl Chloride) (PVC) Large-Diameter Plastic GravitySewer Pipe and Fittings1This standard is issued under the fixed designation F679; the number immediately following the designation indicates the year of originaladopt

2、ion or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers requirements and test methodsfor materials, dimens

3、ions, workmanship, flattening resistance,impact resistance, pipe stiffness, extrusion quality, joiningsystem, and a form of marking for large diameters, 18 to 60 in.poly(vinyl chloride) (PVC) sewer pipe and fittings with inte-gral bell elastomeric seal joints and smooth inner walls.1.2 The requireme

4、nts of this specification are intended toprovide pipe and fittings suitable for nonpressure drainage ofsewage and surface water. Pipe and fittings produced to thisspecification should be installed in accordance with PracticeD2321.NOTE 1Industrial waste disposal lines should be installed only withthe

5、 specific approval of the governing code authority since temperatures inexcess of 140F (60C) and chemicals not commonly found in drains andsewers may be encountered.1.3 The values stated in inch-pound units are to be regardedas the standard. The values in parentheses are provided forinformation purp

6、oses only.1.4 The following precautionary caveat pertains only to thetest method portion, Section 7, of this specification:Thisstandard does not purport to address all of the safety problems,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriat

7、e safety and healthpractices and determine the applicability or regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chlo

8、ride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2152 Test Method for Adequacy of Fusion of ExtrudedPoly(Vinyl Chloride) (PVC) Pipe and Molded Fittings byAcetone ImmersionD2321 Practice for Under

9、ground Installation of Thermoplas-tic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resis-tance of Thermoplastic Pipe and Fittings by

10、 Means of aTup (Falling Weight)D2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsD3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible

11、Elastomeric SealsF402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining ThermoplasticPipe and FittingsF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plastic Pipe2.2 Federal Standard:Fed. Std. No. 1

12、23 Marking for Shipment (Civil Agencies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage33. Terminology3.1 Definitions:3.1.1 GeneralDefinitions used in the specification are inaccordance with Terminology F412, unless otherwise indi-cated.The abbreviation for poly(vinyl chloride) p

13、ipe is PVC, inaccordance with Terminology D1600.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Nov. 15, 2013. Published December 2013. Originallyapproved in 1980. L

14、ast previous edition approved in 2013 as F679 13. DOI:10.1520/F0679-13A.2For referenced ASTM standards, visit the ASTM website, 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 AS

15、TM website.3Available from Standardization Documents, Order Desk, Bldg. 4, Section D,700 Robbins Ave., Philadelphia, PA 19111-5094.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. Unit

16、ed States14. Materials4.1 Basic MaterialsThe pipe shall be made of PVC plastichaving a minimum cell classification of 12364 or 12454 asdefined in Specification D1784. Homopolymer PVC com-pounds must equal or exceed the requirements of the abovelisted minimum cell classification number.4.2 Rework Mat

17、erialClean rework material generatedfrom the manufacturers own pipe or fittings production maybe used by the same manufacturer provided that the reworkmaterial meets the requirements of 4.1 and that the pipe orfittings produced meet all the requirements of this specifica-tion.4.3 GasketsRubber gaske

18、ts shall be in compliance withSpecification F477.4.4 LubricantThe lubricant used for assembly shall haveno detrimental effect on the gasket or pipe.5. Joining System5.1 Integral Bell Gasketed JointThe joint shall be de-signed so that when assembled, the gasket inside the bell willbe compressed radia

19、lly on the pipe spigot to form a water-tightseal.5.2 The joint shall be designed to avoid displacement of thegasket when installed in accordance with the manufacturersrecommendations.5.3 The assembly of joints shall be in accordance with thepipe manufacturers recommendations.6. Requirements6.1 Workm

20、anshipThe pipe and fittings shall be homoge-neous throughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The pipe shall be asuniform as commercially practical in color, opacity, density,and other physical properties.6.2 Pipe Dimensions:6.2.1 Pipe DiameterThe a

21、verage outside diameter of thepipe shall meet the requirements given in Table 1, whenmeasured in accordance with Test Method D2122.6.2.2 Wall ThicknessPipe wall thicknesses shall meet therequirements of Table 1, when measured in accordance withTest Method D2122. In the case of belled pipe and fittin

22、gsfabricated from pipe sections, the thickness of the wall in thebell shall be considered satisfactory if it was formed from pipemeeting the above requirements.NOTE 2The wall thickness varaibility in any cross section of the pipeis normally 12% or less.6.3 Pipe FlatteningThere shall be no evidence o

23、fsplitting, cracking, or breaking, when pipe is tested in accor-dance with 7.4.6.4 Wall Thickness of FittingsThe minimum wall thick-nesses of the fittings shall be the same as the minimum wallthickness of the equivalent size of pipe as specified in Table 1.For reducing fittings or those with smaller

24、 inlets, the minimumwall thickness of each inlet shall be no less than the minimumwall thickness for that size pipe. The thickness shall bedetermined in accordance with Test Method D2122.TABLE 1 Pipe Dimensions and Minimum Pipe StiffnessNominal PipeSizeAverage OutsideDiameterTolerance on AverageOuts

25、ide DiameterMin Wall Thickness Min Pipe Stiffnessin. in. (mm) in. (mm) in. (mm) psi kPa18 18.701 (475) 0.028 (0.71) 0.499 (12.7) 46 (320)21 22.047 (560) 0.033 (0.84) 0.588 (14.9) 46 (320)24 24.803 (630) 0.037 (0.94) 0.661 (15.5) 46 (320)27 27.953 (710) 0.042 (1.07) 0.745 (18.9) 46 (320)30 CIOD 32.00

26、0 (813) 0.040 (1.02) 0.853 (21.7) 46 (320)36 CIOD 38.300 (973) 0.050 (1.27) 1.021 (25.9) 46 (320)42 CIOD 44.500 (1130) 0.060 (1.52) 1.187 (30.1) 46 (320)48 CIOD 50.800 (1290) 0.075 (1.90) 1.355 (34.4) 46 (320)54 CIOD 57.560 (1462) 0.085 (2.15) 1.535 (39.0) 46 (320)60 CIOD 61.610 (1565) 0.090 (2.30)

27、1.643 (41.7) 46 (320)18 18.701 (475) 0.028 (0.71) 0.584 (14.8) 75 (517)21 22.047 (560) 0.033 (0.84) 0.689 (17.5) 75 (517)24 24.803 (630) 0.037 (0.94) 0.775 (19.7) 75 (517)27 27.953 (710) 0.042 (1.07) 0.874 (22.2) 75 (517)30 CIOD 32.000 (813) 0.040 (1.02) 1.000 (25.4) 75 (517)36 CIOD 38.300 (973) 0.0

28、50 (1.27) 1.197 (30.4) 75 (517)42 CIOD 44.500 (1130) 0.060 (1.52) 1.391 (35.3) 75 (517)48 CIOD 50.800 (1290) 0.075 (1.90) 1.588 (40.3) 75 (517)54 CIOD 57.560 (1462) 0.085 (2.15) 1.799 (45.7) 75 (517)60 CIOD 61.610 (1565) 0.090 (2.30) 1.926 (48.9) 75 (517)18 18.701 (475) 0.028 (0.71) 0.671 (17.0) 115

29、 (790)21 22.047 (560) 0.033 (0.84) 0.791 (20.1) 115 (790)24 24.803 (630) 0.037 (0.94) 0.889 (22.6) 115 (790)27 27.953 (710) 0.042 (1.07) 1.002 (25.5) 115 (790)30 CIOD 32.000 (813) 0.040 (1.02) 1.148 (29.1) 115 (790)36 CIOD 38.300 (973) 0.050 (1.27) 1.373 (34.1) 115 (790)42 CIOD 44.500 (1130) 0.060 (

30、1.52) 1.596 (40.5) 115 (790)48 CIOD 50.800 (1290) 0.075 (1.90) 1.822 (46.3) 115 (790)54 CIOD 57.560 (1462) 0.085 (2.15) 2.064 (52.4) 115 (790)60 CIOD 61.610 (1565) 0.090 (2.30) 2.210 (56.1) 115 (790)F679 13a2NOTE 3Owing to the present state of technology in the industry, allfittings are fabricated f

31、ittings. Fabricated fittings with solvent-cementedcomponents should be made in accordance with Practice D2855 andtaking cognizance of Practice F402.6.5 Pipe Impact StrengthThe impact strength of the pipeshall be not less than 220 ftlbf (298.3 J), when tested inaccordance with 7.5.NOTE 4This requirem

32、ent is intended only for use as a quality controltest, not as a simulated service test. As aged impact data is developed, theapplicable aged impact values will be included to reflect long-termperformance needs.6.6 Pipe StiffnessPipe stiffness values for the pipe shallcomply with Table 1, when tested

33、 in accordance with 7.6.6.6.1 The wall thickness must be increased to meet the pipestiffness requirement PS46 or PS115 listed in Table 1 whenmaterial with modulus lower than 500,000 psi (3447 MPa) isused.6.7 Gaskets:6.7.1 All gaskets shall meet the requirements of Specifica-tion F477 and be molded i

34、nto a circular form or extruded to theproper section and then spliced into circular form. Gasketsshall be made of a properly vulcanized high-grade elastomericcompound.6.7.2 The basic polymer shall be natural rubber, syntheticelastomer, or a blend of both.6.7.3 The gasket shall be designed with an ad

35、equate com-pressive force so as to effect a positive seal under all combi-nations of joint tolerances. The gasket shall be the only elementdepended upon to make the joint flexible and watertight.6.8 Joint TightnessJoints made with pipe and fittings shallshow no sign of leakage, when tested in accord

36、ance withSpecification D3212. All surfaces of the joint upon which thegasket may bear shall be smooth and free of imperfections,ridges, fractures, or cracks that could adversely affect sealabil-ity.6.9 Acetone ImmersionThe pipe shall not show excessiveflaking or disintegrate, when tested in accordan

37、ce with TestMethod D2152.NOTE 5This test is intended only for use as a quality control test andnot for use as a simulated service test.7. Test Methods7.1 Conditioning:7.1.1 Referee TestingWhen conditioning is required forreferee tests, condition the specimens in accordance withProcedure A of Practic

38、e D618 at 73.4 6 3.6F (23 6 2C) and50 6 5 % relative humidity for not less than 40 h prior to test.Conduct tests under the same conditions of temperature andhumidity, unless otherwise specified.7.1.2 Quality Control TestsFor quality control tests, con-dition specimens for a minimum of4hinairor1hinwa

39、ter at73.4 6 3.6F (23 6 2C). Test the specimens at 236 2Cwithout regard to relative humidity.7.2 Test ConditionsConduct tests in the Standard Labora-tory Atmosphere of 73.4 6 3.6F (23 6 2C) and 50 6 5%relative humidity, unless otherwise specified in this specifica-tion. In cases of disagreement, the

40、 tolerances shall be 61.8F(61C) and 62 % relative humidity.7.3 SamplingThe selection of the sample or samples ofpipe shall be as agreed upon between the purchaser and seller.In case of no prior agreement, any sample selected by thetesting laboratory shall be deemed adequate.7.4 FlatteningFlatten thr

41、ee specimens of pipe, each 6 in.(152 mm) in length, between parallel plates in a suitable pressuntil the distance between the plates is 40 % of the outsidediameter of the pipe. The rate of loading shall be uniform andsuch that the compression is completed within 2 to 5 min. Thespecimen shall pass if

42、 no splitting, cracking, or breaking isobserved under normal light with the unaided eye.7.5 Impact ResistanceDetermine the impact resistance ofthe pipe in accordance with Test Method D2444, using a 30-lb(15-kg) or 20-lb (10-kg) Tup B and flat-plate holder B. Tenspecimens shall be tested; nine out of

43、 ten passing constitutes anacceptable product.NOTE 6Sections shorter than those specified in Test Method D2444,but not less than 6 in. (152 mm) in length, may be tested to accommodatethe impact-testing machine since this will be a more severe impact-resistance test.7.6 Pipe StiffnessDetermine the pi

44、pe stiffness at 5 %deflection datum in accordance with Test Method D2412. Testthree specimens, each 6 in. (152 mm) in length, and determinethe average pipe stiffness at 5 % deflection in accordance withTest Method D2412. The pipe stiffness shall equal or exceedthe minimum value listed in Table 1.NOT

45、E 7The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation withrespect to in-use deflection. The engineer is responsible for establishingthe acceptable deflection limit.7.7 Acetone ImmersionThis test shall be conducted inaccordanc

46、e with Test Method D2152. This procedure is usedfor determining the degree of fusion of extruded PVC plasticpipe as indicated by reaction to immersion in anhydrousacetone. It is applicable only for distinguishing betweenunfused and properly fused PVC.8. Retest and Rejection8.1 If the results of any

47、test(s) do not meet the requirementsof this specification, the test(s) may be conducted again inaccordance with an agreement between the purchaser and theseller. There shall be no agreement to lower the minimumrequirement of the specification by such means as omittingtests that are a part of the spe

48、cification, substituting ormodifying a test method, or by changing the specificationlimits. In retesting, the product requirements of this specifica-tion shall be met, and the test methods designated in thespecification shall be followed. If, upon retest, failure occurs,the quantity of product repre

49、sented by the test(s) does not meetthe requirements of this specification.9. Inspection9.1 GeneralInspection by the purchaser shall not relievethe manufacturer of the responsibility of furnishing materialmeeting in all respects the requirements of this specification.F679 13a39.2 NotificationIf inspection is specified by the purchaser,the manufacturer shall notify the purchaser in advance of thedate, time, and place of testing of the pipe in order that thepurchaser may be repr