ASTM F714-2008 Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter《依据外径的聚乙烯(PE)塑料管(SDR-PR)规范》.pdf

1、Designation: F 714 08An American National StandardStandard Specification forPolyethylene (PE) Plastic Pipe (SDR-PR) Based on OutsideDiameter1This standard is issued under the fixed designation F 714; the number immediately following the designation indicates the year oforiginal adoption or, in the c

2、ase of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers polyethylene (PE) pipe madein dimensions based on outside diam

3、eters of 90 mm (3.500 in.)and larger.1.2 Three standard outside diameter sizing systems aredetailed: one known as the ISO metric system, one known asthe IPS system, and the other known as the DIPS system. See5.2.5 for guidelines for special sizes.1.3 The piping is intended for new construction and i

4、nser-tion renewal of old piping systems used for the transport ofwater, municipal sewage, domestic sewage, industrial processliquids, effluents, slurries, etc., in both pressure and nonpres-sure systems.NOTE 1The user should consult the manufacturer to ensure that anydamage to the polyethylene pipe

5、caused by the material being transportedwill not affect the service life beyond limits acceptable to the user.1.4 All pipes produced under this specification are pressure-rated. See Appendix X5 for information on pressure rating.NOTE 2References and material descriptions for PE2406, PE3406,PE3408 an

6、d materials having a HDB of 1450 psi have been removed fromSpecification F 714 due to changes in Specification D 3350 and PPI TR-3.For removed designations, refer to previous editions of SpecificationF 714, Specification D 3350, PPI TR-3 and PPI TR-4. The removal ofthese materials does not affect pi

7、pelines that are in service. See Notes 9and 10.1.5 This specification includes criteria for choice of rawmaterial, together with performance requirements and testmethods for determining conformance with the requirements.1.6 Quality-control measures are to be taken by manufac-turers. See Appendix X4

8、for general information on qualitycontrol.1.7 In referee decisions, the SI units shall be used formetric-sized pipe and inch-pound units for pipe sized in the IPSsystem (ANSI B36.10) and DIPS system. In all cases, thevalues given in parentheses are provided for information only.1.8 The following saf

9、ety hazards caveat pertains only to thetest methods portion, Section 6, of this specification: Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and healthpractices

10、 and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D 1598 Test Method for Time-to-Failure of Plastic PipeUnder Constant Internal PressureD 1599 Test Method for Resistance to Short-Time Hydrau-lic Pressure of Plastic Pipe, Tubing, and F

11、ittingsD 1600 Terminology for Abbreviated Terms Relating toPlasticsD 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD 2290 Test Method for Apparent Hoop Tensile Strength ofPlastic or Reinforced Plastic Pipe by Split Disk MethodD 2321 Practice for Underground Installat

12、ion of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD 2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD 2837 Test Method for Obtaining Hydrostatic DesignBasis for Thermoplastic Pipe Materials or Pressure DesignBasis

13、 for Thermoplastic Pipe ProductsD 3350 Specification for Polyethylene Plastics Pipe andFittings MaterialsF 412 Terminology Relating to Plastic Piping SystemsF 585 Practice for Insertion of Flexible Polyethylene PipeInto Existing Sewers2.2 ANSI Standard:B36.10 Standard Dimensions of Steel Pipe (IPS)3

14、1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.26 on OlefinBased Pipe.Current edition approved March 1, 2008. Published March 2008. Originallyapproved in 1981. Last previous edition approved in 2006 as

15、 F 714 06a.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 ASTM website.3Available from American National Standards Instit

16、ute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.3 ISO Standards:161 Thermoplastic Pipe for the Transport of Fluids - Nomi-nal Outside Diameters and Nominal

17、 Pressures43607 Polyethylene Pipe: Tolerances on Outside Diametersand Wall Thicknesses44427 Polyethylene Pipes and Fittings for Water SupplySpecification42.4 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Agencies)52.5 Military Standard:MIL-STD-129 Marking for Shipment and Storage52.

18、6 Canadian Standard:CGSB 41 GP-25M Pipe, Polyethylene for the Transport ofLiquids62.7 NSF/ANSI Standards:Standard No. 14 for Plastic Piping Components and RelatedMaterials7Standard No. 61 for Drinking Water SystemsComponentsHealth Effects72.8 Other Documents:PPI TR-3 Policies and Procedures for Deve

19、loping Hydro-static Design Basis (HDB), Pressure Design Basis (PDB),Strength Design Basis (SDB), and Minimum RequiredStrength (MRS) Ratings for Thermoplastic Piping Mate-rials or Pipe8PPI TR-4 HDB/SDB/PDB/MRS Listed Materials, PPI List-ing of Hydrostatic Design Basis (HDB), Strength DesignBasis (SDB

20、), Pressure Design Basis (PDB), and MinimumRequired Strength (MRS) Ratings for Thermoplastic Pip-ing Materials or Pipe83. Terminology3.1 Unless otherwise specified, definitions are in accordancewith Terminology F 412 and abbreviations are in accordancewith Terminology D 1600.3.2 Definitions of Terms

21、 Specific to This Standard:3.2.1 relation between dimension ratio, hydrostatic designstress, and hydrostatic pressure:P 52SDO/t! 2 1where:S = hydrostatic design stress, psi (or kPa or MPa),P = pressure rating, psi (or kPa or MPa),DO= average outside diameter, in. (or mm),t = minimum wall thickness,

22、in. (or mm), andDO/t = dimension ratio.3.2.2 relations between hydrostatic design basis and hydro-static design stressthe hydrostatic design stress, S, is deter-mined by multiplying the hydrostatic design basis (HDB) by adesign factor, DF that has a value less than 1.0.NOTE 3Hydrostatic design stres

23、s (HDS) ratings for PE materials arein accordance with Test Method D 2837 and PPI TR-3 and are listed inPPI TR-4.4. Materials4.1 Polyethylene CompoundPolyethylene material com-pounds suitable for use in the manufacture of pipe under thisspecification shall meet Specification D 3350 and shall meetthe

24、 Specification D 3350 classification and property require-ments in Table 2, and shall have PPI TR-4 HDB and HDSlistings at 73F (23C) and HDB listings 140F (60C) inaccordance with Table 2. See S1.4.2 Color and Ultraviolet (UV) StabilizationPolyethylenematerial compounds shall meet Specification D 335

25、0 code C orE. Code C material compounds shall have 2 to 3 percent carbonblack. Code E material compounds shall be colored with UVstabilizer.4.3 Rework MaterialClean polyethylene compound fromthe manufacturers own pipe production that met 4.1 and 4.2 asvirgin material is suitable for reextrusion into

26、 pipe, either aloneor blended with new compound of the same cell classificationor material designation. Pipe containing the rework materialshall meet the material and product requirements of thisspecification.5. Requirements5.1 WorkmanshipThe pipe shall be homogeneousthroughout and essentially unifo

27、rm in color, opacity, density,and other properties. The inside and outside surfaces shall besemimatte or glossy in appearance (depending on the type ofplastic) and free of chalking, sticky, or tacky material. Thesurfaces shall be free of excessive bloom, that is, slight bloomis acceptable. The pipe

28、walls shall be free of cracks, holes,blisters, voids, foreign inclusion, or other defects that arevisible to the naked eye and that may affect the wall integrity.Holes deliberately placed in perforated pipe are acceptable.Bloom or chalking may develop in pipe exposed to direct raysof the sun (ultrav

29、iolet radiant energy) for extended periods and,consequently, these requirements do not apply to pipe afterextended exposure to direct rays of the sun.5.2 Dimensions and Tolerances:5.2.1 Outside DiametersThese shall be in accordancewith Table 3 (SI units), Table 4 (inch-pound units) or Table 5(inch-p

30、ound units) when measured in accordance with TestMethod D 2122 at any point not closer than 300 mm (11.8 in.)to the cut end of a length of pipe. Conditioning to standardtemperature without regard to relative humidity is required.5.2.2 Wall ThicknessesThe minimum thicknesses shall bein accordance wit

31、h Table 6, Table 7,orTable 8 when measuredin accordance with Test Method D 2122. Conditioning tostandard temperature without regard to relative humidity isrequired.5.2.3 EccentricityThe wall thickness variability as mea-sured and calculated in accordance with Test Method D 2122 inany diametrical cro

32、ss section of the pipe shall not exceed 12 %.4Available from International Organization for Standardization (ISO), 1 rue deVaremb, Case postale 56, CH-1211, Geneva 20, Switzerland, http:/www.iso.ch.5Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Phi

33、ladelphia, PA 19111-5098, http:/www.dodssp.daps.mil.6Available from Canadian Standards Association (CSA), 5060 Spectrum Way,Mississauga, ON L4W 5N6, Canada, http:/www.csa.ca.7Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140, http:/www.nsf.org.8Available

34、from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825,Irving, TX 75062, http:/www.plasticpipe.org.F7140825.2.4 Toe-InWhen measured in accordance with 5.2.1, theoutside diameter at the cut end of the pipe shall not be morethan 1.5 % smaller than the undistorted outside diameter.Measurement

35、of the undistorted outside diameter shall be madeno closer than 1.5 pipe diameters or 11.8 in. (300 mm),whichever distance is less, from the cut end of the pipe.Undistorted outside diameter shall meet specifications in Table3, Table 4,orTable 5.5.2.5 Special SizesWhere existing system conditions ors

36、pecial local requirements make other diameters or dimensionratios necessary, other sizes or dimension ratios, or both, shallbe acceptable for engineered applications when mutuallyagreed upon by the customer and the manufacturer, if the pipeis manufactured from plastic compounds meeting the materialr

37、equirements of this specification, and the strength and designrequirements are calculated on the same basis as those used inthis specification. For diameters not shown in Table 3, Table 4,or Table 5, the tolerance shall be the same percentage as thatused in the corresponding table for the next small

38、er listed size.Minimum wall thicknesses for DRs not shown in Table 6,Table 7,orTable 8 shall be determined by dividing the averageoutside diameter by the DR and rounding to three decimalplaces for inch sized pipes or two decimal places for metricsized pipes, and the tolerance shall comply with 5.2.3

39、.5.3 Pressure Test PerformanceAll pipe shall meet therequirements of 5.3.2 and either 5.3.1 or 5.4.NOTE 4The requirements of 5.3.1 and 5.3.2 are for laboratoryproof-testing only and should not be interpreted as applicable to in situtesting for acceptance of installed systems. See appropriate install

40、ationand leak testing standards or manufacturers recommendations for fieldtesting procedure.5.3.1 Short-Term PressurizationQuick burst or non-failure testing shall be conducted per 5.3.1.1 or 5.3.1.2. Testpressure shall be determined per 3.2.1 except that S shall be theprescribed hoop stress value,

41、and P shall be test pressure.5.3.1.1 Quick BurstFor pipe nominal 12-in. (315 mm)and smaller diameter, rupture shall be ductile when tested inaccordance with 6.1. The minimum hoop stress shall be 2500psi for Table 2 density cell 2 materials and 2900 psi for Table2 density cell 3 and 4 materials.5.3.1

42、.2 Non-FailureWhen raised to test pressure and heldat test pressure for five (5) seconds, pipe shall not rupture, leak,TABLE 1 Elevated Temperature Sustained Pressure Test RequirementsPE, 2606, PE2706, PE2708, PE3608, PE3708, PE4608, PE4708 PE3710, PE4710Condition Test TemperatureF (C)ATest Pressure

43、 Hoop StressBpsi (kPa)AMinimum Average TimeBefore FailureHoursTest Pressure Hoop StressBpsi (kPa)AMinimum Average TimeBefore FailureHours1 176 (80) 670 (4620) 170 750 (5170) 2002 176 (80) 650 (4480) 340 730 (5020) 4003 176 (80) 630 (4345) 510 705 (4870) 6004 176 (80) 610 (4210) 680 685 (4715) 8005 1

44、76 (80) 590 (4070) 850 660 (4565) 10006 176 (80) 580 (4000) 1000 640 (4415) 1200ATest temperature tolerance 6 3.6F (+/- 2C). Test pressure tolerance 6 5 psi (635 kPa); test pressure hoop stress values are rounded to the nearest 5 psi or 5 kPa.Note: Table 2 conditions are based on PE validation requi

45、rements per PPI TR-3 with Condition 6 being 85% of Condition 1 test pressure hoop stress and six times greaterminimum average time before failure. Conditions 2 through 5 are linear stress and time interpolations between Conditions 1 and 6. The intent of multiple conditions is tomaintain equivalent p

46、erformance criteria, but provide for retest in the event of ductile failure. The test pressure hoop stress levels for Conditions 2-5 are linear interpolationsfor arbitrarily chosen time increments. An equivalent performance requirement, however, may be determined by arbitrarily choosing a test press

47、ure hoop stress betweenConditions 1 and 6 and linearly interpolating the minimum average time before failure. For example for PE3710 and PE4710 material, at 670 psi test pressure hoop stress,the minimum average time before failure would be 927 hours (200 + (750 670) (1200 200) / (750 640) = 927).BCa

48、lculate internal test pressure in accordance with:P52sSDot21DWhere:P = test pressure, psig (kPa)S = test pressure hoop stress, psi. (kPa)Do= measured outside diameter, in. (mm)t = measured minimum wall thickness, in (mm)TABLE 2 Specification D 3350 Classification and Properties for Polyethylene Pipe

49、 MaterialsPhysical PropertiesCell Classification Number or Property ValuePE2606 PE2706 PE2708 PE3608 PE3708 PE3710 PE4708 PE4710Density 22233 3 4 4Melt index 3 or 4 3 or 4 3 or 4 4 4 4 4 4Flexural modulus $4 $4 $4 $4 $4 $4 $4 $5Tensile strength $3 $3 $3 $4 $4 $4 $4 $4Slow crack growth resistance (F 1473) 67767 7 7 7Hydrostatic strength classification 33344 4 4 4Color and UV StabilizerACorE CorE CorE CorE CorE CorE CorE CorEHDB at 140F (60C), PPI TR-4, psi (MPa)BBBBB B B BHDS at 73F (23C); PPI TR-4, psi (MPa) 630 (4.34) 630 (4.34) 800