ASTM D2239-2003 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter《以受控内径为基准的聚乙烯(PE)塑料管(SIDR-PR)标准规范》.pdf

《ASTM D2239-2003 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter《以受控内径为基准的聚乙烯(PE)塑料管(SIDR-PR)标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D2239-2003 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter《以受控内径为基准的聚乙烯(PE)塑料管(SIDR-PR)标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 2239 03An American National StandardStandard Specification forPolyethylene (PE) Plastic Pipe (SIDR-PR) Based onControlled Inside Diameter1This standard is issued under the fixed designation D 2239; the number immediately following the designation indicates the year oforiginal adoption

2、 or, in the case 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.This standard has been approved for use by agencies of the Department of Defense.1. Sco

3、pe1.1 This specification covers polyethylene (PE) pipe madein standard thermoplastic pipe dimension ratios and pressurerated for water (see appendix). Included are criteria forclassifying PE plastic pipe materials and PE plastic pipe, asystem of nomenclature for PE plastic pipe, and requirementsand

4、test methods for materials, workmanship, dimensions,sustained pressure, burst pressure, and environmental stresscracking. Methods of marking are also given.1.2 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.3 The text of thi

5、s specification references notes, footnotes,and appendixes which provide explanatory material. Thesenotes and footnotes (excluding those in tables and figures) shallnot be considered as requirements of the specification.1.4 The following safety hazards caveat pertains only to thetest methods portion

6、, Section 7, 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 and determine the applicability of regulatory limita-tions

7、 prior to use.2. Referenced Documents2.1 ASTM Standards:D 618 Practice for Conditioning Plastics for Testing2D 792 Test Methods for Density and Specific Gravity (Rela-tive Density) of Plastics by Displacement2D 1238 Test Method for Melt Flow Rates of Thermoplasticsby Extrusion Plastometer2D 1248 Spe

8、cification for Polyethylene Plastics ExtrusionMaterials for Wire and Cable2D 1505 Test Method for Density of Plastics by the Density-Gradient Technique2D 1598 Test Method for Time-to-Failure of Plastic PipeUnder Constant Internal Pressure3D 1599 Test Method for Short-Time Hydraulic Failure Pres-sure

9、 of Plastic Pipe, Tubing, and Fittings3D 1600 Terminology for Abbreviated Terms Relating toPlastics2D 1603 Test Method for Carbon Black in Olefin Plastics2D 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and Fittings3D 2837 Test Method for Obtaining Hydrostatic DesignBasis for Th

10、ermoplastic Pipe Materials3D 3350 Specification for Polyethylene Plastics Pipe andFittings Materials4F 412 Terminology Relating to Plastic Piping Systems32.2 NSF Standards:Standard No. 14 for Plastic Piping Components and RelatedMaterials5Standard No. 61 for Drinking Water SystemsComponentsHealth Ef

11、fects53. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F 412, and abbreviations are in accordance with Ter-minology D 1600, unless otherwise specified. The abbreviationfor polyethylene plastic is PE.3.2 Definitions of Terms Specific to This Standard:3.2.1 hydrostatic desi

12、gn stressthe estimated maximumtensile stress the material is capable of withstanding continu-ously with a high degree of certainty that failure of the pipewill not occur. This stress is circumferential when internalhydrostatic water pressure is applied.1This specification is under the jurisdiction o

13、f ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.26 on OlefinBased Pipe.Current edition approved Aug. 10, 2003. Published September 2003. Originallyapproved in 1964. Last previous edition approved in 2001 as D 2239 01.2Annual Book of ASTM Standards,

14、Vol 08.01.3Annual Book of ASTM Standards, Vol 08.04.4Annual Book of ASTM Standards, Vol 08.02.5Available from the National Sanitation Foundation, P.O. Box 1468, Ann Arbor,MI 48106.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.2.2

15、 pressure rating (PR)the estimated maximum waterpressure the pipe is capable of withstanding continuously witha high degree of certainty that failure of the pipe will not occur.3.2.3 relation between standard dimension ratio, hydro-static design stress, and pressure ratingthe following expres-sion,

16、commonly known as the ISO equation,6is used in thisspecification to relate standard dimension ratio, hydrostaticdesign stress, and pressure rating:2S/P 5 R 1 1or2S/P 5 Di/t! 1 1 (1)where:S = hydrostatic design stress, MPa (or psi),P = pressure rating, MPa (or psi),Di= average inside diameter, mm (or

17、 in.),t = minimum wall thickness, mm (or in.), andR = standard thermoplastic pipe dimension ratio (Di/t forPE pipe), also known as SIDR.3.2.4 standard thermoplastic pipe dimension ratio (SIDR)the ratio of pipe diameter to wall thickness. For PE pipe it iscalculated by dividing the average inside dia

18、meter of the pipein millimetres or in inches by the minimum wall thickness inmillimetres or in inches. If the wall thickness calculated by thisformula is less than 1.52 mm (0.060 in.), it shall be arbitrarilyincreased to 1.52 mm. The SIDR values shall be rounded to thenearest 0.1.3.2.5 standard ther

19、moplastic pipe materials designationcodethe pipe materials designation code shall consist of theabbreviation PE for the type of plastic, followed by the ASTMgrade in Arabic numerals and the hydrostatic design stress inunits of 100 psi with any decimal figures dropped. Where thehydrostatic design str

20、ess code contains less than two figures, acipher shall be used before the number. Thus a completematerial code shall consist of two letters and four figures for PEplastic pipe materials (see Section 5).4. Pipe Classification4.1 GeneralThis specification covers PE pipe made fromfour PE plastic pipe m

21、aterials in six standard dimension ratiosand six water pressure ratings.4.2 Standard Thermoplastic Pipe Dimension Ratios(SIDR)This specification covers PE pipe in six standarddimension ratios, namely, 5.3, 7, 9, 11.5, 15, and 19. These arereferred to as SIDR 5.3, SIDR 7, SIDR 9, SIDR 11.5, SIDR 15,a

22、nd SIDR 19, respectively. The pressure rating is uniform forall nominal pipe sizes for a given PE pipe material and SIDR(see Table X1.1, appendix).5. Materials5.1 GeneralPolyethylene plastics used to make pipemeeting the requirements of this specification are categorizedby means of two criteria, nam

23、ely, (1) short-term strength tests,and (2) long-term strength tests.5.2 Basic MaterialsThis specification covers PE pipemade from four PE plastics as defined in Specification D 1248,in which the requirements are based on short-term tests. Theseare Grade P 14, Grade P 23, Grade P 24, Grade P 33, andG

24、rade P 34. The PE plastics can also be described in accor-dance with the appropriate cell classification as defined inSpecification D 3350. The 80C sustained pressure perfor-mance requirements of 6.8.3 (pipe test category in Table 1) arenot currently in PE material Specifications D 1248 or D 3350.To

25、 identify the correct pipe test category (C1 to C7), the PE6ISO R 1611960, Pipes of Plastics Materials for the Transport of Fluids(Outside Diameters and Nominal Pressures) Part 1, Metric Series.TABLE 1 176F (80C) Sustained Pressure Requirements for Water PipeA,BPipe Test CategoryCBase Resin Melt Ind

26、ex, D 1238(g/10 min)Base Resin Density,DD 1505(g/cm3)Minimum Average Hours to FailureS = 725 psi (5 MPa) S = 580 psi (4 MPa) S = 435 psi (3 MPa)C1 0.25 0.9410.948 45 100 . . .C6 0.25 0.9350.940 45 100 . . .C7 0.50 0.9260.940 . . . 80 150AFor inside diameter controlled pipe, calculate internal pressu

27、re in accordance with the following formula:P 52SDit1 1BFor outside diameter controlled pipe, calculate internal pressure in accordance with the following formula:P 52SDot2 1where:P = pressure, psig (MPa),S = hoop stress, psi (MPa),Di= average inside diameter, in. (mm),Do= average outside diameter,

28、in. (mm), andt = minimum wall thickness, in. (mm).CSupplier to determine pipe test category appropriate for his product.DPipe categories for water pipe with resin density below 0.926 g/cm3or above 0.948 g/cm3will be added to this table when the data are available.D 2239 032material base resin densit

29、y and melt index must be obtainedfrom the PE material supplier.NOTE 1Committee F-17 has requested that Committee D-20 add the80C sustained pressure performance requirements to SpecificationsD 1248 and D 3350.5.3 Hydrostatic DesignStressesThis specification coversPE pipe made from PE plastics as defi

30、ned by four hydrostaticdesign stresses developed on the basis of long-term tests(Appendix X1).5.4 CompoundThe PE plastic extrusion compound shallmeet the requirements of either Grade P 14, Class B or C;Grade P 23, Class B or C; Grade P 24, Class B or C; GradeP 33, Class B or C; or Grade P 34, Class

31、B or C material asdescribed in Specification D 1248. The PE plastics can also bedescribed in accordance with the appropriate cell classificationas defined in Specification D 3350.5.4.1 Class B compounds shall have sufficient UV stabilizerto protect pipe from deleterious effects due to continuousoutd

32、oor exposure during storage and shipping. Pipe producedfrom Class B compounds are not suitable for exposed outdoorapplication. Class B and C compounds shall have sufficientantioxidants to meet the requirements in Specification D 3350.5.4.2 Class C compounds use carbon black for UV stabili-zation. Th

33、ere is evidence that indicates the type, particle size,and dispersion quality of the carbon black affect the weather-ability of the pipe.5.4.3 Pipe users should consult with the pipe manufacturerabout the outdoor exposure life of the product under consid-eration.5.5 Rework MaterialThe manufacturers

34、shall use onlytheir own clean rework pipe material and the pipe producedshall meet all the requirements of this specification.6. Requirements6.1 WorkmanshipThe pipe shall be homogeneousthroughout and free of visible cracks, holes, foreign inclusions,or other defects. The pipe shall be as uniform as

35、commerciallypracticable in color, opacity, density, and other physical prop-erties.6.2 Dimensions and Tolerances:6.2.1 Inside DiametersThe inside diameters and toler-ances shall be as shown in Table 2 when measured inaccordance with Test Method D 2122.6.2.2 Wall ThicknessesThe wall thicknesses and t

36、oler-ances shall be as shown in Table 3 when measured inaccordance with Test Method D 2122.6.2.3 Wall Thickness RangeThe wall thickness range shallbe within 12 % when measured in accordance with TestMethod D 2122.6.2.4 Thickness of Outer LayerFor pipe produced bysimultaneous multiple extrusion, that

37、 is, pipe containing two ormore concentric layers, the outer layer shall be at least0.50-mm (0.020-in.) thick.6.3 BondFor pipe produced by simultaneous multipleextrusion, the bond between the layers shall be strong anduniform. It shall not be possible to separate any two layers witha probe or point

38、of a knife blade so that the layers separatecleanly at any point.6.4 Carbon BlackClass C polyethylene pipe extrusioncompound shall contain at least 2 % carbon black when testedin accordance with 7.4. For pipe produced by simultaneousmultiple extrusion, this requirement shall apply to the outerlayer.

39、NOTE 2The amount of pigment in Class B polyethylene is notestablished by this specification other than the compound shall meet allother requirements and the tubing shall meet all long- and short-termrequirements of this specification.6.5 DensityThe polyethylene base resin (uncolored PE) inthe pipe c

40、ompound shall have a density in the range from 0.910to 0.925 g/cm3for pipe made from Grade P 14 of SpecificationD 1248, 0.926 to 0.940 g/cm3for pipe made from Grade P 23and Grade P 24 of Specification D 1248, 0.941 to 0.965 g/cm3for pipe made from Grade P 33 of Specification D 1248, and0.941 to 0.96

41、5 g/cm3for pipe made from Grade P 34 ofSpecification D 1248 when determined in accordance with 7.5.6.6 Burst PressureThe minimum burst pressure for PEplastic pipe shall be as given in Table 4, when determined inaccordance with 7.10.6.7 Environmental Stress Cracking There shall be no lossof pressure

42、in the pipe when tested in accordance with 7.8.6.8 Sustained PressurePipe made from PE materials des-ignated PE2406, PE3406 or PE3408 shall meet the require-ments of 6.8.1. Pipe made from other PE materials shall meetthe requirements of 6.8.2 and 6.8.3.6.8.1 The average failure time and the failure

43、time of two ofthe three specimens shall meet or exceed the minimum valuesshown in Table 5 when tested in accordance with 7.9.1.6.8.2 Sustained PressureThe pipe shall not fail, balloon,burst, or weep as defined in Test Method D 1598, at the testpressures given in Table 6 when tested in accordance wit

44、h 7.7.6.8.3 Elevated Temperature Sustained PressureThe aver-age failure time must meet or exceed the specified minimumaverage failure time in Table 1 for both hoop stresses of a givenpipe test category when tested in accordance with 7.9.TABLE 2 Inside Diameters and Tolerances for SIDR-PR PEPlastic P

45、ipe, in.Nominal PipeSizeAverage InsideDiameterTolerances12 0.622 +0.0100.01034 0.824 +0.0100.0151 1.049 +0.0100.020114 1.380 +0.0100.020112 1.610 +0.0150.0202 2.067 +0.0150.020212 2.469 +0.0150.0253 3.068 +0.0150.0304 4.026 +0.0150.0356 6.065 +0.0200.035D 2239 0337. Test Methods7.1 ConditioningCondi

46、tion the test specimens at 23 62C (73.4 6 3.6F) prior to test in accordance with ProcedureA of Practice D 618, for those tests where conditioning isrequired.7.2 Test ConditionsConduct the tests in the standardlaboratory atmosphere of 23 6 2C (73.4 6 3.6F), unlessotherwise specified in the test metho

47、ds or in this specification.7.3 SamplingThe selection of the sample or samples ofpipe shall be as agreed upon by the purchaser and the seller. Incase of no prior agreement, any sample selected by the testinglaboratory shall be deemed adequate.7.3.1 Test SpecimensNot less than 50 % of the test speci-

48、mens required for any pressure test shall have at least a part ofthe marking in their central sections. The central section is thatportion of pipe which is at least one pipe diameter away froman end closure.7.4 Carbon BlackFor all pipe manufactured with Class Cextrusion compound, or the outer layer

49、of pipe produced bysimultaneous multiple extrusion, determine in duplicate thecarbon black content in accordance with Test Method D 1603.7.5 DensityDetermine the density of the pipe compoundin accordance with Test Method D 1505, or Test MethodsD 792, using three specimens.7.6 Base Density:7.6.1 Class C CompoundsDetermine the percentage ofcarbon black by weight in accordance with 7.4. Calculate thedensity of the PE base resin (uncolored PE) in the pipecompound as follows:DR5 DP2 0.0044 C (2)where:DR= density of resin, g/c