ASTM D3034-2016 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings《PSM型聚氯乙烯(PVC)污水管和配件的标准规格》.pdf

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1、Designation: D3034 151D3034 16Standard Specification forType PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe andFittings1This standard is issued under the fixed designation D3034; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、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 Defense.1 NOTE7.3.4 was editorially corrected in

3、May 2016.1. Scope*1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance,impact resistance, pipe stiffness, extrusion quality, joining systems and a form of marking for type PSM poly(vinyl chloride) (PVC)sewer pipe and fittings.1.2 P

4、ipe and fittings produced to this specification should be installed in accordance with Practice D2321.1.3 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 consi

5、dered as requirements of the specification.1.4 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 for information only and are not considered standard.1.5 The following precautionary caveat p

6、ertains only to the test methods portion, Section 8, 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 health practices and determine th

7、e 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) Compounds and Chlorinated Poly(Vin

8、yl Chloride) (CPVC)CompoundsD2122 Test Method for Determining Dimensions of Thermoplastic Pipe and FittingsD2152 Test Method for Adequacy of Fusion of Extruded Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by AcetoneImmersionD2321 Practice for Underground Installation of Thermoplastic Pipe for

9、 Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (FallingWeight)D2564 Specifica

10、tion for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsD2749 Symbols for Dimensions of Plastic Pipe FittingsD2855 Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or ChlorinatedPoly (Vinyl Chloride) (CPVC) Pipe and Piping Comp

11、onents with Tapered SocketsD3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsF412 Terminology Relating to Plastic Piping SystemsF1336 Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings1 This specification is under the jurisdiction of A

12、STM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Nov. 1, 2015Nov. 1, 2016. Published December 2015December 2016. Originally approved in 1972. Last previous edition approved in 2014 asD3034 14a.D3034 151. DOI: 10.152

13、0/D3034-15E01.10.1520/D3034-16.2 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 document is not an ASTM s

14、tandard 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 as appropriate. In all c

15、ases 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. United States12.2 Federal S

16、tandard:3Fed. Std. No. 123 Marking for Shipment (Civil Agencies)2.3 Military Standard:3MIL-STD-129 Marking for Shipment and Storage3. Terminology3.1 DefinitionsDefinitions are in accordance with Terminology F412, and abbreviations are in accordance with TerminologyD1600, unless otherwise specified.

17、The abbreviation of poly(vinyl chloride) plastics is PVC.3.1.1 The term PSM is not an abbreviation but rather an arbitrary designation for a product having certain dimensions.4. Significance and Use4.1 The requirements of this specification are intended to provide pipe and fittings suitable for non-

18、pressure drainage of sewageand surface water.NOTE 1Industrial waste disposal lines should be installed only with the specific approval of the cognizant code authority since chemicals notcommonly found in drains and sewers and temperatures in excess of 60C (140F) may be encountered.5. Basic Materials

19、5.1 Pipe shall be made of PVC plastic having a cell classification of 12454 or 12364 as defined in Specification D1784.5.2 Fittings shall be made of PVC plastic having a cell classification of 12454 or 13343 as defined in Specification D1784.5.3 Pipe and FittingCompounds that have different cell cla

20、ssifications, because one or more properties are superior to thoseof the specified compounds, are also acceptable.5.4 Rework MaterialThe manufacturer shall use only his own clean pipe or fitting rework material; the pipe and fittingsproduced shall meet all the requirements of this specification.6. J

21、oining Systems6.1 Solvent Cement Joints for Pipe and FittingsIn the solvent cement joint, the pipe spigot wedges into the tapered socket andthe surfaces fuse together. The tapered socket may be a portion of a molded fitting or it may be a belled end of the pipe section.Formed bells shall be concentr

22、ic with the pipe axis.6.1.1 The assembly of joints shall be in accordance with Practice D2855.6.1.2 Joint TightnessJoints made with pipe and fittings or with belled-end pipe shall show no signs of leakage when testedin accordance with 8.9.6.2 Elastomeric Gasket Joints, providing a water-tight seal.6

23、.2.1 The assembly of elastomeric gasket joints shall be in accordance with the pipe and fittings manufacturers recommen-dations.7. Requirements7.1 WorkmanshipThe pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The

24、pipe shall be as uniform as commercially practical in color, opacity, density, and otherphysical properties.7.2 Pipe Requirements:7.2.1 DiameterThe average outside diameter of the pipe shall meet the requirements given in Table 1 when measured inaccordance with 8.4.1.3 Available from DLA Document Se

25、rvices Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 http:/quicksearch.dla.mil/TABLE 1 Pipe DimensionsNominalSizeOutside Diameter Minimum Wall ThicknessAverage Toleranceon Average SDR41 DR35 SDR26 DR23.53 3.250 0.008 . . . 0.093 0.125 0.1384 4.215 0.009 . . . 0.120 0.162 0.1786 6.275 0

26、.011 0.153 0.180 0.241 0.2658 8.400 0.012 0.205 0.240 0.323 . . .10 10.500 0.015 0.256 0.300 0.404 . . .12 12.500 0.018 0.305 0.360 0.481 . . .15 15.300 0.023 0.375 0.437 0.588 . . .D3034 1627.2.2 Wall ThicknessPipe wall thicknesses shall meet the requirements of Table 1 when measured in accordance

27、with TestMethod D2122 and 8.4.2. In the case of belled pipe and fittings fabricated from pipe sections, the thickness of the wall in the bellshall be considered satisfactory if it was formed from pipe meeting the preceding requirements.NOTE 2The wall thickness variability in any cross section of the

28、 pipe is normally 12% or less.7.2.3 Pipe FlatteningThere shall be no evidence of splitting, cracking, or breaking when pipe is tested in accordance with 8.6.7.2.4 Pipe Impact StrengthThe impact strength of the pipe shall not be less than the values given in Table 2 when tested inaccordance with 8.7.

29、NOTE 3This test is intended only for use as a quality control test, not as a simulated service test.7.2.5 Pipe StiffnessPipe stiffness values for the pipe shall comply with Table 3 when tested in accordance with 8.8.7.2.6 Pipe Extrusion QualityThe pipe shall not flake or disintegrate when tested in

30、accordance with 8.10.7.3 Requirements for Solvent Cemented Pipe and Fittings7.3.1 Socket DiameterThe inside diameter of the tapered socket shall comply with the dimensions listed in Table 4 whendetermined in accordance with 8.5.1.7.3.2 Socket DepthThe socket depth shall not be less than that shown i

31、n Table 4 when measured in accordance with 8.5.2.7.3.3 Wall Thickness of Molded Fittings:7.3.3.1 The wall thicknesses of the waterway and socket or bell of molded fittings shall be no less than the respective minimumthicknesses listed for the equivalent pipe in Table 1. For reducing fittings or thos

32、e with smaller inlets, the minimum wall thicknessof each inlet shall be no less than the minimum wall thickness for that size pipe. The thickness shall be determined in accordancewith Test Method D2122 and 8.5.3.7.3.3.2 The wall thickness is a minimum value except that a 610% variation resulting fro

33、m core shift is allowable. In such acase, the average of two opposite wall thicknesses shall equal or exceed the value shown in Table 1.7.3.4 Spigot LengthThe minimum distance from the spigot end to the area where the spigot diameter changes due to a socket,branch, or change in angle shall comply wi

34、th the“ C” dimension of Table 4.7.4 Fabricated FittingsAny fitting made from pipe or from a combination of pipe and molded parts shall be considered afabricated fitting. The actual construction will vary from manufacturer to manufacturer and the following provisions shall apply.7.4.1 Over-Wrapped Fi

35、ttingsFabricated fittings that have an over-wrap of fiberglass reinforced thermosetting resin or othersimilar materials shall meet all of the requirements in 7.4.2 and 8.11.NOTE 4Refer to Appendix X3 for geometric configurations of some of the fittings being produced. Consult the individual manufact

36、urer for layinglengths.7.4.2 Fabricated Fittings General Requirements:7.4.2.1 Pipe used in fabricated fittings shall meet all quality and dimensional requirements listed in the standard for that pipe.7.4.2.2 Pipe used in fabricated fittings shall have a wall thickness equal to or greater than the wa

37、ll thickness of the pipes to whichthe fitting (or that part of the fitting) will be joined.7.4.2.3 No part of the spur or branch shall protrude into the waterway of the fitting more than 0.070 in.7.4.2.4 All edges and joints exposed to sewage shall be rounded and free from any rough parts that could

38、 catch solids.7.4.2.5 No fabricated fitting shall have an inside diameter dimension smaller than the value shown in Table 5 for that pipe sizeand DR for which it is designed.7.4.2.6 All welds and solvent cement joints shall be free of visible defects and shall have full surface-to-surface contact wh

39、envisually inspected. The full surface-to-surface contact of socket and spigot does not apply in the areas where a taper, chamfer, orradius exists at the socket entrance.7.5 Solvent CementThe cement shall meet the requirements of Specification D2564.7.6 Requirements for Pipe and Fittings with Elasto

40、meric Gasket Joints:7.6.1 Pipe RequirementsIn addition to the requirements of 7.2, the assembled joint shall display no leakage when tested inaccordance with the requirements of Specification D3212.7.6.1.1 BellsThe dimensions shall be in accordance with the manufacturers standard design dimensions a

41、nd tolerances.TABLE 2 Minimum Pipe Impact Strength at 23C (73F)Pipe Size, in. Impact Strength, J (ftlbf)3 135 (100)4 203 (150)6 284 (210)8 284 (210)10 299 (220)12 299 (220)15 299 (220)D3034 1637.6.2 Fitting RequirementsWith the exception of spigot lengths, molded and fabricated fittings with elastom

42、eric gasket jointsshall comply with the requirements of Specification F1336.7.6.2.1 Spigot LengthThe minimum distance from the spigot end to the area where the spigot diameter changes due to asocket, branch, or change in angle shall comply with the“ C” dimension of Table 4.8. Test Methods8.1 Conditi

43、oning:8.1.1 Referee TestingUnless otherwise specified, for referee tests, condition the test specimens at 23 6 2C (73.4 6 3.6F)and 506 5 % relative humidity for not less than 40 h prior to test in accordance with ProcedureAof Practice D618, for those testswhere conditioning is required.8.1.2 Quality

44、 Control TestingFor quality control tests, condition specimens for not less then 2 h in air or 1 h in water at 236 2C (73.4 6 3.6F). Test the specimens at 23 6 2C (73.4 6 3.6F) without regard to relative humidity.8.2 Test Conditions:8.2.1 Referee TestingFor referee tests, conduct tests in the standa

45、rd laboratory atmosphere of 23 6 2C and 50 6 5 % relativehumidity, unless otherwise specified in the test methods or in this specification.8.2.2 Quality Control TestingFor quality control, test the specimens at 23 6 2C (73.4 6 3.6F) without regard to relativehumidity.8.3 SamplingThe selection of the

46、 sample or samples of pipe or fitting shall be as agreed upon between the purchaser and theseller. In case of no prior agreement, any sample selected by the testing laboratory shall be deemed adequate.8.4 Pipe Dimensions:8.4.1 Pipe DiametersMeasure the average outside diameter of the pipe in accorda

47、nce with the applicable section of TestMethod D2122. Either a tapered sleeve gage or a vernier circumferential wrap tape accurate to 60.02 mm (60.001 in.) may beused.8.4.2 Wall ThicknessMeasure the wall thickness in accordance with the applicable section of Test Method D2122. Makesufficient readings

48、, a minimum of six, to ensure that the minimum thickness has been determined. Use a cylindrical anvil tubingmicrometer accurate to 60.02 mm (60.001 in.).8.5 Fittings Dimensions:8.5.1 Socket DiametersMeasure the inside diameters of the sockets at the entrance and bottom in accordance with theapplicab

49、le section of Test Method D2122. Calculate the average inside diameters at the entrance and the bottom of the socket bytaking the mean of the minimum and maximum values.TABLE 3 Minimum Pipe Stiffness at 5 % DeflectionPipe Size, in. Pipe Stiffness, kPa (psi)SDR 41 DR 35 SDR 26 DR 23.53 and 4 . . . 320 (46) 790 (115) 1055 (153)6 to 15 190 (28) 320 (46) 790 (115) 1055 (153)TABLE 4 Solvent Cement Socket DimensionsNominal Size, in. A B C3 3.271 0.008 3.245 0.008 1.5004 4.235 0.009 4.210 0.009 1.7506 6.305 0.011