ASTM D3034-2015e1 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

《ASTM D3034-2015e1 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》由会员分享，可在线阅读，更多相关《ASTM D3034-2015e1 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（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D3034 151Standard 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 of last

2、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.1NOTE7.3.4 was editorially corrected in May 2016.

3、1. Scope*1.1 This specification covers requirements and test methodsfor materials, dimensions, workmanship, flattening resistance,impact resistance, pipe stiffness, extrusion quality, joiningsystems and a form of marking for type PSM poly(vinylchloride) (PVC) sewer pipe and fittings.1.2 Pipe and fit

4、tings produced to this specification should beinstalled in accordance with Practice D2321.1.3 The text of this specification references notes, footnotes,and appendixes which provide explanatory material. Thesenotes and footnotes (excluding those in tables and figures) shallnot be considered as requi

5、rements of the specification.1.4 The values stated in inch-pound units 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.1.5 The following precautionary caveat pertains only to

6、thetest methods portion, Section 8, 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

7、regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC)

8、CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2152 Test Method for Adequacy of Fusion of ExtrudedPoly(Vinyl Chloride) (PVC) Pipe and Molded Fittings byAcetone ImmersionD2321 Practice for Underground Installation of Thermoplas-tic Pipe for Sewers and Other

9、Gravity-Flow ApplicationsD2412 Test Method for Determination 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 C

10、ements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2749 Symbols for Dimensions of Plastic Pipe FittingsD2855 Practice for the Two-Step (Primer and Solvent Ce-ment) Method of Joining Poly (Vinyl Chloride) (PVC) orChlorinated Poly (Vinyl Chloride) (CPVC) Pipe andPiping Components with Tapered

11、 SocketsD3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsF412 Terminology Relating to Plastic Piping SystemsF1336 Specification for Poly(Vinyl Chloride) (PVC) Gas-keted Sewer Fittings2.2 Federal Standard:3Fed. Std. No. 123 Marking for Shipment (Civil Ag

12、encies)2.3 Military Standard:3MIL-STD-129 Marking for Shipment and Storage3. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F412, and abbreviations are in accordance with Termi-nology D1600, unless otherwise specified. The abbreviation ofpoly(vinyl chloride) plastics is PV

13、C.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Nov. 1, 2015. Published December 2015. Originallyapproved in 1972. Last previous edition approved in 2014 as D3034

14、14a. DOI:10.1520/D3034-15E01.2For 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 DLA Document Ser

15、vices Building 4/D 700 Robbins AvenuePhiladelphia, PA 19111-5094 http:/quicksearch.dla.mil/*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 States13.1.1 The term PSM is not an a

16、bbreviation but rather anarbitrary designation for a product having certain dimensions.4. Significance and Use4.1 The requirements of this specification are intended toprovide pipe and fittings suitable for non-pressure drainage ofsewage and surface water.NOTE 1Industrial waste disposal lines should

17、 be installed only withthe 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 Materials5.1 Pipe shall be made of PVC plastic having a cellclassification of 12454 or 12364 as defi

18、ned in SpecificationD1784.5.2 Fittings shall be made of PVC plastic having a cellclassification of 12454 or 13343 as defined in SpecificationD1784.5.3 Pipe and FittingCompounds that have different cellclassifications, because one or more properties are superior tothose of the specified compounds, ar

19、e also acceptable.5.4 Rework MaterialThe manufacturer shall use only hisown clean pipe or fitting rework material; the pipe and fittingsproduced shall meet all the requirements of this specification.6. Joining Systems6.1 Solvent Cement Joints for Pipe and FittingsIn thesolvent cement joint, the pipe

20、 spigot wedges into the taperedsocket and the surfaces fuse together. The tapered socket maybe a portion of a molded fitting or it may be a belled end of thepipe section. Formed bells shall be concentric with the pipeaxis.6.1.1 The assembly of joints shall be in accordance withPractice D2855.6.1.2 J

21、oint TightnessJoints made with pipe and fittings orwith belled-end pipe shall show no signs of leakage whentested in accordance with 8.9.6.2 Elastomeric Gasket Joints, providing a water-tight seal.6.2.1 The assembly of elastomeric gasket joints shall be inaccordance with the pipe and fittings manufa

22、cturers recom-mendations.7. Requirements7.1 WorkmanshipThe pipe and fittings shall be homoge-neous throughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The pipe shall be asuniform as commercially practical in color, opacity, density,and other physical proper

23、ties.7.2 Pipe Requirements:7.2.1 DiameterThe average outside diameter of the pipeshall meet the requirements given in Table 1 when measured inaccordance with 8.4.1.7.2.2 Wall ThicknessPipe wall thicknesses shall meet therequirements of Table 1 when measured in accordance withTest Method D2122 and 8.

24、4.2. In the case of belled pipe andfittings fabricated from pipe sections, the thickness of the wallin the bell shall be considered satisfactory if it was formedfrom pipe meeting the preceding requirements.NOTE 2The wall thickness variability in any cross section of the pipeis normally 12% or less.7

25、.2.3 Pipe FlatteningThere shall be no evidence ofsplitting, cracking, or breaking when pipe is tested in accor-dance with 8.6.7.2.4 Pipe Impact StrengthThe impact strength of the pipeshall not be less than the values given in Table 2 when testedin accordance with 8.7.NOTE 3This test is intended only

26、 for use as a quality control test, notas a simulated service test.7.2.5 Pipe StiffnessPipe stiffness values for the pipe shallcomply with Table 3 when tested in accordance with 8.8.7.2.6 Pipe Extrusion QualityThe pipe shall not flake ordisintegrate when tested in accordance with 8.10.7.3 Requiremen

27、ts for Solvent Cemented Pipe and Fittings7.3.1 Socket DiameterThe inside diameter of the taperedsocket 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 thanthat shown in Table 4 when measured in accordance

28、 with 8.5.2.7.3.3 Wall Thickness of Molded Fittings:7.3.3.1 The wall thicknesses of the waterway and socket orbell of molded fittings shall be no less than the respectiveminimum thicknesses listed for the equivalent pipe in Table 1.For reducing fittings or those with smaller inlets, the minimumwall

29、thickness of each inlet shall be no less than the minimumwall thickness for that size pipe. The thickness shall bedetermined in accordance with Test Method D2122 and 8.5.3.7.3.3.2 The wall thickness is a minimum value except that a610% variation resulting from core shift is allowable. In sucha case,

30、 the average of two opposite wall thicknesses shall equalor exceed the value shown in Table 1.TABLE 1 Pipe DimensionsNominalSizeOutside Diameter Minimum Wall ThicknessAverageToleranceon AverageSDR41DR35SDR26DR23.53 3.250 0.008 . . . 0.093 0.125 0.1384 4.215 0.009 . . . 0.120 0.162 0.1786 6.275 0.011

31、 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 . . .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

32、)8 284 (210)10 299 (220)12 299 (220)15 299 (220)D3034 15127.3.4 Spigot LengthThe minimum distance from thespigot end to the area where the spigot diameter changes due toa socket, branch, or change in angle shall comply with the“ C”dimension of Table 4.7.4 Fabricated FittingsAny fitting made from pip

33、e orfrom a combination of pipe and molded parts shall be consid-ered a fabricated fitting. The actual construction will vary frommanufacturer to manufacturer and the following provisionsshall apply.7.4.1 Over-Wrapped FittingsFabricated fittings that havean over-wrap of fiberglass reinforced thermose

34、tting resin orother similar materials shall meet all of the requirements in7.4.2 and 8.11.NOTE 4Refer to Appendix X3 for geometric configurations of someof the fittings being produced. Consult the individual manufacturer forlaying lengths.7.4.2 Fabricated Fittings General Requirements:7.4.2.1 Pipe u

35、sed in fabricated fittings shall meet all qualityand dimensional requirements listed in the standard for thatpipe.7.4.2.2 Pipe used in fabricated fittings shall have a wallthickness equal to or greater than the wall thickness of thepipes to which the fitting (or that part of the fitting) will bejoin

36、ed.7.4.2.3 No part of the spur or branch shall protrude into thewaterway of the fitting more than 0.070 in.7.4.2.4 All edges and joints exposed to sewage shall berounded and free from any rough parts that could catch solids.7.4.2.5 No fabricated fitting shall have an inside diameterdimension smaller

37、 than the value shown in Table 5 for that pipesize and DR for which it is designed.7.4.2.6 All welds and solvent cement joints shall be free ofvisible defects and shall have full surface-to-surface contactwhen visually inspected. The full surface-to-surface contact ofsocket and spigot does not apply

38、 in the areas where a taper,chamfer, or radius exists at the socket entrance.7.5 Solvent CementThe cement shall meet the require-ments of Specification D2564.7.6 Requirements for Pipe and Fittings with ElastomericGasket Joints:7.6.1 Pipe RequirementsIn addition to the requirements of7.2, the assembl

39、ed joint shall display no leakage when tested inaccordance with the requirements of Specification D3212.7.6.1.1 BellsThe dimensions shall be in accordance withthe manufacturers standard design dimensions and tolerances.7.6.2 Fitting RequirementsWith the exception of spigotlengths, molded and fabrica

40、ted fittings with elastomeric gasketjoints shall comply with the requirements of SpecificationF1336.7.6.2.1 Spigot LengthThe minimum distance from thespigot end to the area where the spigot diameter changes due toa socket, branch, or change in angle shall comply with the“ C”dimension of Table 4.8. T

41、est Methods8.1 Conditioning: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. ABC3 3.271

42、0.008 3.245 0.008 1.5004 4.235 0.009 4.210 0.009 1.7506 6.305 0.011 6.270 0.011 3.0008 8.424 0.012 8.388 0.012 4.00010 10.530 0.015 10.485 0.015 5.00012 12.536 0.018 12.482 0.018 6.00015 15.346 0.023 15.277 0.023 7.500TABLE 5 Minimum Inside Diameter of Fabricated FittingsNominal Size,in.SDR-41 SDR-3

43、5 SDR-26 SDR 23.5MinimumInsideDiameterMinimumInsideDiameterMinimumInsideDiameterMinimumInsideDiameterin.6 5.800 5.742 5.612 5.5628 7.740 7.665 7.488 . . .10 9.657 9.563 9.342 . . .12 11.478 11.361 11.102 . . .15 14.029 13.898 13.575 . . .(mm)6 (147.32) (145.85) (142.54) (141.27)8 (196.60) (194.69) (

44、190.20) . . .10 (245.29) (242.90) (237.29) . . .12 (291.54) (288.57) (281.99) . . .15 (356.34) (353.01) (344.80) . . .D3034 15138.1.1 Referee TestingUnless otherwise specified, for ref-eree tests, condition the test specimens at 23 6 2C (73.4 63.6F) and 506 5 % relative humidity for not less than 40

45、 hprior to test in accordance with Procedure A of Practice D618,for those tests where conditioning is required.8.1.2 Quality Control TestingFor quality control tests,condition specimens for not less then2hinairor1hinwaterat 23 6 2C (73.4 6 3.6F). Test the specimens at 23 6 2C(73.4 6 3.6F) without re

46、gard to relative humidity.8.2 Test Conditions:8.2.1 Referee TestingFor referee tests, conduct tests in thestandard laboratory atmosphere of 23 6 2C and 50 6 5%relative humidity, unless otherwise specified in the test meth-ods or in this specification.8.2.2 Quality Control TestingFor quality control,

47、 test thespecimens at 23 6 2C (73.4 6 3.6F) without regard torelative humidity.8.3 SamplingThe selection of the sample or samples ofpipe or fitting shall be as agreed upon between the purchaserand the seller. In case of no prior agreement, any sampleselected by the testing laboratory shall be deemed

48、 adequate.8.4 Pipe Dimensions:8.4.1 Pipe DiametersMeasure the average outside diam-eter of the pipe in accordance with the applicable section ofTest Method D2122. Either a tapered sleeve gage or a verniercircumferential wrap tape accurate to 60.02 mm (60.001 in.)may be used.8.4.2 Wall ThicknessMeasu

49、re the wall thickness in accor-dance with the applicable section of Test Method D2122. Makesufficient readings, a minimum of six, to ensure that theminimum thickness has been determined. Use a cylindricalanvil tubing micrometer accurate to 60.02 mm (60.001 in.).8.5 Fittings Dimensions:8.5.1 Socket DiametersMeasure the inside diameters ofthe sockets at the entrance and bottom in accordance with theapplicable section of Test Method D2122. Calculate the aver-age inside diameters at the entrance