1、Designation: F2390 12 (Reapproved 2017) An American National StandardStandard Specification forPoly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent(DWV) Pipe and Fittings Having Post-Industrial RecycleContent1This standard is issued under the fixed designation F2390; the number immediately foll
2、owing the designation indicates the year oforiginal adoption or, in the case of revision, the 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.1. Scope*1.1 This specificat
3、ion covers requirements and test methodsfor materials, dimensions and tolerances, pipe stiffness, crushresistance, impact resistance, hydrostatic burst resistance, andsolvent cement for poly(vinyl chloride) plastic drain, waste,and vent (DWV) pipe and fittings.1.2 The values stated in inch-pound uni
4、ts are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 The text of this specification references notes, footnotes,and appendixes which provide explanatory material. Thesenotes
5、 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, Section 7, of this specification. Thisstandard does not purport to address all of the safety concerns,i
6、f any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety, health andenvironmental practices and determine the applicability ofregulatory limitations prior to use.NOTE 1Pressurized (compressed) air or other compressed gasescontain large amou
7、nts of stored energy which present serious safetyhazards should a system fail for any reason.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Stand
8、ards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1599 Test Method for Resistance to Short-Time HydraulicPressure of Plastic Pipe, Tubing,
9、and FittingsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2412 Test Method for Determin
10、ation 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 Means of aTup (Falling Weight)D2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping Sys
11、temsF2135 Specification for Molded Drain, Waste, and Vent(DWV) Short-Pattern Plastic FittingsD3311 Specification for Drain, Waste, and Vent (DWV)Plastic Fittings PatternsF402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining ThermoplasticPipe and FittingsF412 Termi
12、nology Relating to Plastic Piping SystemsF1498 Specification for Taper Pipe Threads 60 for Thermo-plastic Pipe and FittingsF1866 Specification for Poly (Vinyl Chloride) (PVC) PlasticSchedule 40 Drainage and DWV Fabricated Fittings1This specification is under the jurisdiction of ASTM Committee F17 on
13、 PlasticPiping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.Current edition approved Aug. 1, 2017. Published September 2017. Originallyapproved in 2007. Last previous edition approved in 2012 as F239012. DOI:10.1520/F2390-12R17.2For referenced ASTM standards, visit the ASTM
14、 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.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Har
15、bor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendat
16、ions issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13. Terminology3.1 Definitions Definitions are in accordance with Termi-nology in F412, and abbreviations are in accordance withTerminology in D1600, unless otherwise specified.3.2 Definitions of Terms Specific t
17、o This Standard:3.2.1 certificate of composition disclosure, na certificatedescribing certain properties of an external recycled material,its formulation and source, and the specific material shipmentto which it applies.3.2.1.1 DiscussionExamples include polymer(s), molecu-lar weight, percentage (an
18、d type) of inorganic material, tensilestrength, modulus of elasticity, and izod impact; code ordesignation identifying the formulation and source informa-tion.3.2.2 post-industrial recycle, nrecycled PVC materialgenerated by a company or manufacturing plant that is differentthan the location produci
19、ng products to this specification.3.2.2.1 DiscussionMaterial used for a different productproduced by the same manufacturer shall be considered aspost-industrial recycle material for the product of this standard,unless the different product is made from the same compound.3.2.3 post-consumer recycle,
20、nPVC plastic material usedin products that have proceeded into the chain of commercebeyond the control of the original manufacturer.3.2.3.1 DiscussionThese materials are generally recycledby the users or consumers of the product, and have no specificidentity or specificity of the compound.3.2.3.2 Di
21、scussionPost-consumer recycled material isNOT post-industrial recycle and is prohibited from use inproducts within this specification (see 5.4.1)4. Significance and Use4.1 The requirements of this specification are intended toprovide pipe and fittings suitable for the drainage and ventingof sewage a
22、nd certain other liquid wastes.NOTE 2This standard specifies dimensional, performance and testrequirements for plumbing and fluid handling, but does not addressventing of combustion gases.NOTE 3Industrial waste disposal lines should be installed only withthe specific approval of the cognizant buildi
23、ng code authority sincechemicals not commonly found in drains and sewers and temperatures inexcess of 180 F (82.2 C) may be encountered.5. Materials5.1 Basic MaterialsThe pipe and fittings shall be madefrom a uniform blend containing virgin PVC compound andbetween 10 % by weight and 50 % by weight o
24、f post-industrialrecycle material. The finished compound shall meet or exceedthe minimum cell classification material requirements specifiedin 5.2, Virgin PVC Compounds.5.2 Virgin PVC CompoundsVirgin PVC pipe compoundsshall meet or exceed the requirements of Class 12454 asdefined in Specification D1
25、784. Virgin PVC fitting compoundsshall meet or exceed the requirements of Class 12344 asdefined in Specification D1784, but with a tensile strength ofnot less than 6 500 psi and a modulus of elasticity of not lessthan 380 000 psi. These plastics contain stabilizers, lubricants,and pigments.5.3 Rewor
26、k MaterialThe manufacturer is permitted to usehis own clean pipe or fitting rework material, except asspecified in 5.4, provided that the pipe or fittings producedshall meet all the requirements of this specification.5.4 Post-Industrial Recycled MaterialsThe pipe or fittingsmanufacturer shall use po
27、st-industrial recycle material, asdefined in 3.2.3 at a level of at least 10 % by weight or volume,but not exceeding 50 % by weight or volume.5.4.1 Post-Industrial Recycle SourceThe post-industrialrecycle shall be clean, of a known source, and each shipmentshall be provided with a certificate of com
28、position disclosure.Post-consumer recycled materials shall not be used.5.4.1.1 When blending with the manufacturers own inter-nal rework, the total post-industrial recycle level in the finishedcompound shall not exceed 50 %, by weight or volume.5.4.1.2 Composition of the post-industrial recycle shal
29、l beknown by the industrial source of the material.5.4.1.3 The material shall not be purchased from a 3rd-party(for example, grinding, re-packaging facility, broker, etc.)unless there is a documented system in place to ensure that thematerial is clean, free of contamination and is of a singlesource
30、and single material compound.6. Requirements6.1 GeneralThe pipe and fittings shall be free of visiblecracks, holes, foreign inclusions, or other injurious defects. Thepipe shall be as uniform as commercially practicable in color,opacity, density, and other physical properties.6.1.1 The requirements
31、in this section are intended only forcharacteristic minimum properties, not as simulated servicetests.6.2 Dimensions and Tolerances:6.2.1 MethodAll dimensions shall be determined in accor-dance with Test Method D2122.6.2.2 Dimensions:6.2.2.1 The outside diameter and wall thicknesses of pipeshall mee
32、t the requirements of Table 1. The pipe shall be ineither 10 or 20-ft (3.05 or 6.1-m) lengths, unless otherwisespecified, with an allowable tolerance of +1/2, -0 in. (+13, -0mm).6.2.2.2 The patterns, dimensions, and laying lengths offittings, including adaptors, shall meet the requirements ofSpecifi
33、cation D3311 and Table 2.6.2.2.3 The patterns, dimensions, and laying lengths ofShort-Pattern fittings shall meet the requirements of Specifica-tion F2135.6.2.2.4 The spigot dimensions of fittings shall meet therequirements of Table 1.6.2.2.5 For all fittings having taper pipe threads, threadsshall
34、conform to Specification F1498 and be gauged inaccordance with 7.5. Fittings of nominal sizes not given inSpecification F1498 shall not have threads.6.2.2.6 Fabricated DWV fittings shall comply with F1866.6.3 Pipe Stiffness, Deflection Load and Flattening:6.3.1 PipeThe minimum pipe stiffness at 5 %
35、deflectionshall be in accordance with Table 3. The pipe shall deflect by60 % of the nominal outside diameter (flattening) withoutF2390 12 (2017)2TABLE 1 Dimensions and Tolerances for Outside Diameters and Thicknesses of PVC Plastic Drain, Waste, and Vent PipeNominal PipeSizeOutside Diameter Wall Thi
36、cknessAverage Tolerance on Average Out-of-Roundness(maximum minus minimum)Minimum Tolerancein. (mm)114 1.660 (42.16) 0.005 (0.13) 0.024 (0.61) 0.140 (3.56) +0.020 (0.51)-0.000112 1.900 (48.26) 0.006 (0.15) 0.024 (0.61) 0.145 (3.68) +0.020 (0.51)-0.0002 2.375 (60.33) 0.006 (0.15) 0.024 (0.61) 0.154 (
37、3.91) +0.020 (0.51)-0.0003 3.500 (88.90) 0.008 (0.20) 0.030 (0.76) 0.216 (5.49) +0.026 (0.66)-0.0004 4.500 (114.30) 0.009 (0.23) 0.100(2.54) 0.237 (6.02) +0.028 (0.71)-0.0006 6.625 (168.28) 0.011 (0.28) 0.100 (2.54) 0.280 (7.11) +0.034 (0.86)-0.0008 8.625 (219.08) 0.015 (0.38) 0.150 (3.81) 0.322 (8.
38、18) +0.039 (0.99)-0.00010 10.750 (273.05) 0.015 (0.38) 0.150 (3.81) 0.365 (9.27) +0.044 (1.12)-0.00012 12.750 (323.85) 0.015 (0.38) 0.150 (3.81) 0.406 (10.31) +0.049 (1.24)-0.00014 14.000 (355.6) 0.015 (0.38) 0.200 (5.08) 0.437 (11.1) +0.053 (1.35)-0.00016 16.000 (406.4) 0.019 (0.48) 0.320 (8.13) 0.
39、500 (12.7) +0.060 (1.52)-0.000TABLE 2 Dimensions and Tolerances for Fitting Sockets for PVC Plastic Drain, Waste and Vent Pipe FittingsNominal PipeSizeA B C E Internal ThreadsSocket Entrance Diameter Socket Bottom Diameter Socket Depth,minWall thicknessmin.AOutsideDiameterof Hub, M.min.Thread length
40、min.Average Tolerance onAvg.Out-of -RoundnesssAverage Tolerance onAvg.Out-of Roundness sin. (mm)114 1.675(42.54)+0.010/-0.005(+0.25/-0.13)0.024(0.61)1.655(42.04)0.005(0.13)0.024(0.61)0.687(17.44)0.156(3.96)1.871(47.52)0.687(17.44)112 1.915(48.64)+0.010/-0.005(+0.25/-0.13)0.024(0.61)1.895(48.13)0.005
41、(0.13)0.024(0.61)0.687(17.44)0.156(3.96)2.127(54.03)0.687(17.44)2 2.390(60.71)+0.010/-0.005(+0.25/-0.13)0.024(0.61)2.370(60.20)0.005(0.13)0.024(0.61)0.750(19.05)0.156(3.96)2.634(66.90)0.750(19.05)3 3.520(89.41)+0.010/-0.005(+0.25/-0.13)0.030(0.76)3.495(88.77)+0.005/-0.010(+0.13/-0.25)0.030(0.76)1.50
42、0(38.10)0.219(5.56)3.841(97.56)1.187(30.15)4 4.520(114.8)+0.010/-0.005(+0.25/-0.13)0.030(0.76)4.495(114.2)+0.005/-0.010(+0.13/-0.25)0.030(0.76)1.750(44.45)0.250(6.35)4.907(124.6)1.28(32.54)6 6.647(168.8)+0.015/-0.010(+0.38/-0.25)0.060(1.52)6.614(168.0)0.010(0.25)0.060(1.52)3.000(76.20)0.281(7.14)7.2
43、03(183.0)1.500(38.10)8 8.655(219.8)+0.020/ -0.010(+0.51/ -0.25)0.090(2.29)8.610(218.7)+0.015/ -0.015(+0.38/ -0.3800)0.090(2.29)4.000(101.6)0.328(8.33)BB10 10.780(273.8)+0.025/-0.020(+0.64/-0.51)0.120(3.05)10.735(272.7)0.020(0.51)0.120(3.04)5.000(127.0)0.365(9.28)BB12 12.780(324.6)+0.030/-0.025(+0.76
44、/-0.64)0.150(3.81)12.735(323.5)0.020(0.51)0.150(3.81)6.000(152.4)0.406(10.3)BBAThe wall thickness is a minimum value except that a 10% variation resulting from core shift is allowable. In such case, the average of the two opposite wall thicknessesshall equal or exceed the value shown in the table.BN
45、ot applicable for these nominal sizes.F2390 12 (2017)3cracking, rupture, or other visible evidence of failure whentested in accordance with 7.4.6.3.1.1 Pipe Stiffness (PS)Three specimens shall be tested.If all three meet the PS requirement, the sample meets the PSrequirement. If one or two fail, add
46、itional testing shall beconducted in accordance with 6.3.1.2. If all three fail, thesample does not meet the PS requirement.6.3.1.2 Pipe Stiffness and Lower Confidence LimitIn theevent that one or two of the specimens tested in 6.3.1 fail tomeet the minimum PS requirement, the average pipe stiffness
47、of eleven specimens shall meet or exceed the minimumrequirement given in Table 3. The 99 % lower confidence limit(LCL) shall be within 15 % of the average value. The LCLshall be calculated using the Students “t” distribution, withN-1 degrees of freedom, where N is the number of specimens.The critica
48、l t-value shall be used to at least three significantdigits. Alternatively, if the LCL exceeds the minimum PSrequirement in Table 3, but is not within 15 % of the average,the sample meets the requirements of the pipe stiffness testing.The eleven specimens include the three tested under 6.3.1, andan
49、additional eight with rotation by 35, as specified in TestMethod D2412, continuing throughout the remaining speci-mens.6.3.1.3 The LCL based on testing eleven specimens iscalculated as follows:LCL 5 avg PS! 2 $2.76std. dev.!/=N!% (1)where:avg PS! 5 (PSi!#/ (2)std. dev.! 5 F(PS22 (PS!2/NN 2 1G1/2N =116.3.1.4 The 15 % requirement is calculated as follows:Avg 2 LCL!/Avg! 3100#15% (3)NOTE 4The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation with
