1、Designation: D2665 12D2665 14 An American National StandardStandard Specification forPoly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and VentPipe and Fittings1This standard is issued under the fixed designation D2665; the number immediately following the designation indicates the year oforiginal ad
2、option 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.This standard has been approved for use by agencies of the U.S. Department of Defe
3、nse.1. Scope*1.1 This specification covers requirements and test methods for materials, dimensions and tolerances, pipe stiffness, crushresistance, impact resistance, and solvent cement for poly(vinyl chloride) plastic drain, waste, and vent pipe and fittings. A formof marking is also included. Plas
4、tic which does not meet the material requirements specified in Section 5 is excluded. Installationprocedures are given in the Appendix.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided f
5、or information only and are not considered standard.1.3 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notesand footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.1.4 The
6、 following safety hazards caveat pertains only to the test methods portion, Section 7, of this specification:This standarddoes not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of thisstandard to establish appropriate safety and
7、health practices and determine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology for Abbreviated Terms Relating to PlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) C
8、ompounds and Chlorinated Poly(Vinyl Chloride) (CPVC)CompoundsD2122 Test Method for Determining Dimensions of Thermoplastic Pipe and FittingsD2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impa
9、ct Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (FallingWeight)D2564 Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsD3311 Specification for Drain, Waste, and Vent (DWV) Plastic Fittings PatternsF402 Practice for Safe Handling of Solvent Ceme
10、nts, Primers, and Cleaners Used for Joining Thermoplastic Pipe and FittingsF412 Terminology Relating to Plastic Piping SystemsF1498 Specification for Taper Pipe Threads 60 for Thermoplastic Pipe and FittingsF1866 Specification for Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage and DWV Fabr
11、icated FittingsF2135 Specification for Molded Drain, Waste, and Vent (DWV) Short-Pattern Plastic Fittings3. Terminology3.1 Definitions: DefinitionsDefinitions are in accordance with Terminology F412, and abbreviations are in accordance withTerminology D1600, unless otherwise specified.1 This specifi
12、cation is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.Current edition approved April 1, 2012May 1, 2014. Published May 2012June 2014. Originally approved in 1968. Last previous edition approved in 20112012 asD2
13、665 11.D2665 12. DOI: 10.1520/D2665-12.10.1520/D2665-14.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This
14、document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions
15、 as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*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. Un
16、ited States13.1 Definitions are in accordance with Terminology F412, and abbreviations are in accordance with Terminology D1600, unlessotherwise specified.4. Significance and Use4.1 The requirements of this specification are intended to provide pipe and fittings suitable for the drainage and venting
17、 ofsewage and certain other liquid wastes.NOTE 1Industrial waste disposal lines should be installed only with the specific approval of the cognizant building code authority since chemicalsnot commonly found in drains and sewers and temperatures in excess of 180F (82.2C) may be encountered.NOTE 2This
18、 specification does not include requirements for pipe and fittings intended to be used to vent combustion gases.5. Materials5.1 Basic MaterialsThe pipe shall be made of virgin PVC compounds meeting or exceeding the requirements of Class 12454as defined in Specification D1784. The fittings shall be m
19、ade of virgin PVC compounds meeting or exceeding the requirementsof Class 12344 as defined in Specification D1784, but with a tensile strength of not less than 6500 psi and a modulus of elasticityfor not less than 380,000 psi. These plastics contain stabilizers, lubricants, and pigments.5.2 Rework M
20、aterialThe manufacturer shall use only his own clean pipe or fitting rework material, and the pipe or fittingsproduced shall meet all the requirements of this specification.5.3 Solvent CementThe solvent cement used to join pipe and fittings made to this specification shall meet the requirementsof Sp
21、ecification D2564.6. Requirements6.1 GeneralThe pipe and fittings shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, orother injurious defects. The pipe shall be as uniform as commercially practicable in color, opacity, density, and other physicalproperties.6.1.1
22、The requirements in this section are intended only for use as quality control tests, not as simulated service tests.6.2 Dimensions and Tolerances:6.2.1 MethodAll dimensions shall be determined in accordance with Test Method D2122.6.2.2 Dimensions:6.2.2.1 The outside diameter and wall thicknesses of
23、pipe shall meet the requirements of Table 2. The pipe shall be in either10 or 20-ft (3.05 or 6.1-m) lengths, unless otherwise specified, with an allowable tolerance of +12, 0 in. (+13, 0 mm).6.2.2.2 The patterns, dimensions, and laying lengths of fittings, including adaptors, shall meet the requirem
24、ents of SpecificationD3311 and Table 1.6.2.2.3 Reducer bushings of sizes 2 by 114 and 4 by 3 shall be permitted to have the socket wall thickness and spigot wallthickness below the minimum requirements defined in Table 1, but not less than 0.098 in. (2.5 mm), provided the inner socket andouter spigo
25、t are reinforced by a minimum of four ribs. The thickness of the supporting ribs shall not be less than 0.098 in. (2.5mm).6.2.2.4 The patterns, dimensions, and laying lengths of Short-Pattern fittings shall meet the requirements of Specification F2135.6.2.2.5 For all fittings having taper pipe threa
26、ds, threads shall conform to Specification F1498 and be gaged in accordance with7.5. Fittings of nominal sizes not given in Specification F1498 shall not have threads.6.2.2.6 Fabricated DWV fittings shall comply with Specification F1866.6.3 Pipe Stiffness, Deflection Load and Flattening:6.3.1 PipeTh
27、e minimum pipe stiffness at 5 % deflection shall be in accordance with Table 3. The pipe shall deflect by 60 %of the nominal outside diameter (flattening) without cracking, rupture, or other visible evidence of failure when tested inaccordance with 7.4.6.3.1.1 Pipe Stiffness (PS)Three specimens shal
28、l be tested. If all three meet the PS requirement, the sample meets the PSrequirement. If one or two fail, additional testing shall be conducted in accordance with 6.3.1.2. If all three fail, the sample doesnot meet the PS requirement.6.3.1.2 Pipe Stiffness and Lower Confidence LimitIn the event tha
29、t one or two of the specimens tested in 6.3.16.3.1 fail tomeet the minimum PS requirement, the average pipe stiffness of eleven specimens shall meet or exceed the minimum requirementgiven in Table 3. The 99 % lower confidence limit (LCL) shall be within 15 % of the average value. The LCL shall be ca
30、lculatedusing the Students “t” distribution, with N-1 degrees of freedom, where N is the number of specimens. The critical t value shallbe used to at least three significant digits. Alternatively, if the LCL exceeds the minimum PS requirement in Table 3, but is notwithin 15 % of the average, the sam
31、ple meets the requirements of the pipe stiffness testing. The eleven specimens include the threetested under 6.3.1, and an additional eight with rotation by 35, as specified in Test Method D2412, continuing throughout theremaining specimens.6.3.1.3 The LCL based on testing eleven specimens is calcul
32、ated as follows:LCL5avg PS!2$2.76std. dev.!/=N!% (1)D2665 142where:avg PS!5(PSi!#/ (2)TABLE 1 Dimensions and Tolerances for Fitting Sockets for PVC Schedule 40 Drain, Waste and Vent Pipe FittingsNominalPipeSizeA B C E MSocket Entrance Diameter Socket Bottom Diameter SocketDepth,minWallthicknessmin.A
33、Internal ThreadsAverage Toleranceon Avg.Out-of-RoundnessAverage Toleranceon Avg.Out-ofRoundnessOutsideDiameter ofHub, M. min.Threadlengthmin.in. (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)+
34、0.010/-0.005(+0.25/-0.13)0.024(0.61)1.894(48.11)0.006(0.15)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)2.369(60.17)0.006(0.15)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)
35、3.492(88.70)0.008(0.20)0.030(0.76)1.500(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)4.491(114.1)0.009(0.23)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)0.011(0.28)0.060(1.52)3.0
36、00(76.200.281(7.14)7.203(183.0)1.500(38.10)8 8.655(219.8)+0.030/-0.000(+0.76/-0.00)0.090(2.29)8.610(218.7)0.015(0.38)0.090(2.29)4.000(101.6)0.328(8.33)B B10 10.780(273.8)+0.025/-0.020(+0.64/-0.51)0.120(3.05)10.737(272.7)0.015(0.38)0.120(3.04)5.000(127.0)0.365(9.28)B B12 12.780(324.6)+0.030/-0.025(+0
37、.76/-0.64)0.150(3.81)12.736(323.5)0.015(0.38)0.150(3.81)6.000(152.4)0.406(10.3)B BA The value for wall thickness shown in Table 1 is an averaged minimum. An averaged minimum is derived by adding two wall thicknesses that are directly opposite eachother and dividing the result by 2. The reason for an
38、 averaged minimum wall thickness is due to core shift which is a normal occurrence found in fittings that are injectionmolded. When core shift occurs, the result is a pair of high and low wall thickness readings. The average of the high and the low wall thickness readings must equal orexceed the ave
39、raged minimum value shown in Table 1. The low wall thickness reading shall not be more than 10% below the averaged minimum value shown in Table1. This applies to any point on the fitting (hub, body, or spigot). In cases where there is no opposite side (as in the case of a portion of the branch of a
40、wye fitting) thenthe single wall thickness reading shall not be more than 10% below the averaged minimum value shown in Table 1.B Not applicable for these nominal sizes.D2665 143std. dev.!5F(PS2 2(PS! 2 /NN 21 G1/2N = 116.3.1.4 The 15 % requirement is calculated as follows:Avg2LCL!/Avg! 3100#15% (3)
41、NOTE 3The 5 % deflection criterion, which was arbitrarily selected for testing convenience, should not be considered as a limitation with respect toin-use deflection. The engineer is responsible for establishing the acceptable deflection.6.3.2 FittingsIndividual fittings unassembled shall withstand
42、a minimum load of 750 lbf/ft (11 kN/m) of centerline lengthwithout cracking or other visible evidence of failure when tested in accordance with 7.4.6.4 Impact ResistanceThe minimum impact resistance of pipe and fittings, when tested at the time of manufacture, shallcomply with Table 4. Test in accor
43、dance with Test Method D2444 using Tup C and Holder A for pipe and Tup A and Holder BTABLE 2 Dimensions and Tolerances for Outside Diameters and Thicknesses of PVC Plastic Drain, Waste, and Vent PipeNominal Pipe SizeOutside Diameter Wall ThicknessAverage Tolerance onAverage Out-of-Roundness(maximum
44、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 (3.91) +0.020 (0.51)0.0003 3.500 (88.90) 0.008 (0.20) 0.030 (0
45、.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 (8.18) +0.039 (0.99)0.00010 10.750 (273.05) 0.015 (0.38) 0.150 (3.81
46、) 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 (355.60) 0.015 (0.38) 0.200 (5.08) 0.437 (11.1) +0.053 (1.35)0.00016 16.000 (406.40) 0.019 (0.48) 0.320 (8.13) 0.500 (12.7) +0.060 (1.52)0.00018 18.000 (457.20) 0.019 (0.48) 0.360
47、(9.20) 0.562 (14.27) +0.067 (1.71)0.00020 20.000 (508.00) 0.023 (0.58) 0.400 (10.20) 0.593 (15.06) +0.071 (1.81)0.00024 24.000 (609.60) 0.031 (0.79) 0.480 (12.20) 0.687 (17.45) +0.082 (2.09)0.000TABLE 3 Pipe Stiffness Requirements for PVC DWV PipeANominal Pipe Size,in.Pipe Stiffness,min, psi (kPa)11
48、4 1400 (9650)112 1010 (6960)2 600 (4140)3 510 (3520)4 310 (2140)6 150 (1030)8 100 (690)10 78 (530)12 63 (430)14 60 (415)16 60 (415)18 60 (415)20 51 (350)24 45 (315)A Measured at 5 % deflection.D2665 144for fittings. Use a 12-lb (5-kg) tup for testing pipe sizes 4 in. and smaller and a 20-lb (10-kg)
49、tup for pipe larger than 4 in. Testfittings with a 12-lb (5-kg) Tup. Test couplings cemented to short pieces of pipe and allowed to dry for 24 h. For fittings largerthan 4-in, a symmetric section cut from the hub or body with a minimum centerline length of 2 in. shall be permitted to be usedrather than the entire fitting.TABLE 4 Impact Resistance of PVC Plastic Drain, Waste and VentPipe and FittingsDescription Impact Resistance, min.,ft-lbf (J)73F (23C)All pipe sizes 60 (81)All fitti
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