ASTM D3034-2006 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范》.pdf

《ASTM D3034-2006 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范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D3034-2006 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范》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 3034 06An American National StandardStandard Specification forType PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe andFittings1This standard is issued under the fixed designation D 3034; the number immediately following the designation indicates the year oforiginal adoption or, in the case

2、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. Scope1.1 This specif

3、ication 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 fittings produced to this s

4、pecification should beinstalled in accordance with Practice D 2321.1.3 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 requirements of the specific

5、ation.1.4 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinformation only.1.5 The following precautionary caveat pertains only to thetest methods portion, Section 8, of this specification: Thisstandard does not purport to address all o

6、f 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 prior to use.2. Referenced Documents2.1 ASTM Standards:2D 618 Practice for Condit

7、ioning Plastics for TestingD 1600 Terminology for Abbreviated Terms Relating toPlasticsD 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD 2152 Test M

8、ethod for Adequacy of Fusion of ExtrudedPoly(Vinyl Chloride) (PVC) Pipe and Molded Fittings byAcetone ImmersionD 2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD 2412 Test Method for Determination of External LoadingCharacteristics of

9、 Plastic Pipe by Parallel-Plate LoadingD 2444 Test Method for Determination of the Impact Re-sistance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D 2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD 2749 Symbols for Dimensions of Plas

10、tic Pipe FittingsD 2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsD 3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsF 412 Terminology Relating to Plastic Piping SystemsF 1336 Specification for Poly(Vinyl

11、 Chloride) (PVC) Gas-keted Sewer Fittings2.2 Federal Standard: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 Termi-nology F 412, and abbreviations are in accord

12、ance with Ter-minology D 1600, unless otherwise specified. The abbreviationof poly(vinyl chloride) plastics is PVC.3.1.1 The term PSM is not an abbreviation but rather anarbitrary designation for a product having certain dimensions.4. Significance and Use4.1 The requirements of this specification ar

13、e intended toprovide pipe and fittings suitable for non-pressure drainage ofsewage and surface water.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 Aug 1, 2006. Pub

14、lished August 2006. Originallyapproved in 1972. Last previous edition approved in 2004 as D 3034 04a.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 D

15、ocument Summary page onthe ASTM website.3Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.NOTE 1Industri

16、al waste disposal lines should 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 cellclassifica

17、tion of 12454 or 12364 as defined in SpecificationD 1784.5.2 Fittings shall be made of PVC plastic having a cellclassification of 12454 or 13343 as defined in SpecificationD 1784.5.3 Pipe and FittingCompounds that have different cellclassifications, because one or more properties are superior tothos

18、e of the specified compounds, are 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 t

19、hesolvent cement joint, the pipe 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 accor

20、dance withPractice D 2855.6.1.2 Joint 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

21、with the pipe and fittings manufacturers 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,

22、density,and other physical properties.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.NOTE 2As larger sizes of sewer pipe are needed, it is recommendedthat they be made with the following o

23、utside diameters: 475, 560, and 630mm.7.2.2 Wall ThicknessPipe wall thicknesses shall meet therequirements of Table 1 when measured in accordance withTest Method D 2122 and 8.4.2. In the case of belled pipe andfittings fabricated from pipe sections, the thickness of the wallin the bell shall be cons

24、idered satisfactory if it was formedfrom pipe meeting the preceding requirements.7.2.3 Pipe FlatteningThere shall be no evidence of split-ting, cracking, or breaking when pipe is tested in accordancewith 8.6.7.2.4 Pipe Impact StrengthThe impact strength of thepipe shall not be less than the values g

25、iven in Table 2 whentested in accordance with 8.7.NOTE 3This test is intended only 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

26、 shall not flake ordisintegrate when tested in accordance with 8.10.7.3 Requirements 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 so

27、cket depth shall not be less thanthat shown in Table 4 when measured in accordance with 8.5.2.7.3.3 Wall Thickness of Molded FittingsThe wall thick-nesses of the waterway and socket or bell of molded fittingsshall be no less than the respective minimum thicknesses listedfor the equivalent pipe in Ta

28、ble 1. For reducing fittings or thosewith smaller inlets, the minimum wall thickness of each inletshall be no less than the minimum wall thickness for that sizepipe. The thickness shall be determined in accordance withTest Method D 2122 and 8.5.3.7.3.4 Spigot LengthThe minimum distance from thespigo

29、t 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 pipe orfrom a combination of pipe and molded parts shall be consid-ered a fabricated fitting and the following pro

30、visions shallapply.TABLE 1 Pipe DimensionsNominalSizeOutside Diameter Minimum Wall ThicknessAAverageToleranceon AverageSDR41SDR35SDR26SDR23.53 3.250 60.008 . . . 0.093 0.125 0.1384 4.215 60.009 . . . 0.120 0.162 0.1786 6.275 60.011 0.153 0.180 0.241 0.2658 8.400 60.012 0.205 0.240 0.323 . . .9 9.440

31、 60.014 0.230 . . . . . . . . .10 10.500 60.015 0.256 0.300 0.404 . . .12 12.500 60.018 0.305 0.360 0.481 . . .15 15.300 60.023 0.375 0.437 0.588 . . .AFitting Wall ThicknessThe wall thickness is a minimum value except that a610 % variation resulting from core shift is allowable. In such a case, the

32、 averageof two opposite wall thicknesses shall equal or exceed the value shown in thetable.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)9 299 (220)10 299 (220)12 299 (220)15 299 (220)D30340627.4.1 Over-Wrapped F

33、ittingsFabricated fittings that havean over-wrap of fiberglass reinforced thermosetting resin orother similar materials shall meet all of the requirements in7.4.2 and 7.4.3.NOTE 4Refer to Appendix X3 for geometric configurations of someof the fittings being produced. Consult the individual manufactu

34、rer forlaying lengths.7.4.2 Fabricated Fittings General Requirements:7.4.2.1 Pipe used 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 t

35、hickness of thepipes to which the fitting (or that part of the fitting) will bejoined.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

36、solids.7.4.2.5 No fitting shall have an inside diameter dimensionsmaller than the base inside diameter listed in Table X1.1 forthat pipe size and DR.7.4.2.6 All welds and solvent cement joints shall be soundand free of visible defects.7.4.3 Fabrication Joint Test Requirements:7.4.3.1 These test requ

37、irements apply only to tee, wye, andbend fabricated fittings that are manufactured using fabricationmethods that join together a combination of pipe sections orpipe sections and molded parts to form a fitting configuration.Other fitting configurations using the same manufacturingprocedures as those

38、tested successfully shall be suitable for saleand use. Fittings fabricated from a single-piece of pipe to formBends and Sweeps shall not be subject to this requirement.NOTE 5A brittle fitting may violently fragment during testing. Topreclude serious injury or death, suitable and appropriate safety p

39、roce-dures shall be used during any test procedure.7.4.3.2 Fabricated fittings shall be supported along thefitting centerline on a flat wooden block or blocks as shown inFigs. 1 and 2.(1) The width of the wooden blocks shall be not less than66 % of the nominal fitting body size being tested for fabr

40、i-cated fittings up to 18 in. and 12 in. (305 mm) in width fornominal body sizes over 18 in.(2) The thickness of the wooden blocks shall be neither lessthan, nor more than 1 in. (25.4 mm) greater than the differencebetween the largest outside diameter on the bell and the outsideof the body being tes

41、ted.(3) The wooden blocks shall stop 1 618 in. (25.4 6 3.2mm) from the fitting bells and when required for bends shall bemitered as indicated in Fig. 2 so that the wooden blocks coverthe entire centerline of the fabricated fitting being tested.NOTE 6The wooden blocks shall be made from an available

42、softwoodand the type of wood shall be noted on the test report.NOTE 7When comparative testing is being performed between labsthe same type of softwood blocks shall be used.7.4.4 Deflect the fabricated fitting by applying the load,calculated from the values given in Table 5 to the body of thefitting

43、as shown in Fig. 1. The body length for this calculationshall not include any part of a taper or transitional area betweenthe fitting body and the bell as shown in Fig. 2. Apply thecalculated load at a constant rate overa1to2min. period andthen maintain the load for 5 (five) minutes. The calculated

44、loadrequired shall be applied to a second wooden block or blocksthat are located along the fitting centerline on top of the fittingas shown in Fig. 2.7.4.4.1 Inspect all welds and fabrication joints while theload is on the fabricated fitting, and again after the load hasTABLE 3 Minimum Pipe Stiffnes

45、s at 5 % DeflectionPipe Size, in.Pipe Stiffness, kPa (psi)SDR 41 SDR 35 SDR 26 SDR 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 6 0.008 3.245 6 0.008 1.5004 4.235 6 0.009 4.210 6 0.00

46、9 1.7506 6.305 6 0.011 6.270 6 0.011 3.0008 8.424 6 0.012 8.388 6 0.012 4.0009 9.486 6 0.014 9.426 6 0.014 4.50010 10.530 6 0.015 10.485 6 0.015 5.00012 12.536 6 0.018 12.482 6 0.018 6.00015 15.346 6 0.023 15.277 6 0.023 7.500FIG. 1 Deflection Test for Fabricated PVC FittingsD3034063been maintained

47、for 5 (five) minutes. Any evidence of crack-ing, splitting, breaking, or separation shall constitute failure ofthis requirement.7.4.4.2 After completing the load test, plug all openings andpressure test at a gage pressure of 10.8 psi (74 kPa) 25-ft headof water for 10 min. Any visible leakage of wat

48、er at thefabrication joint or through the body constitutes failure to meetthis requirement.NOTE 8These test requirements have been selected to evaluate qualityof fabrication. They are not intended to simulate service conditions or torequire testing of every fitting.7.4.4.3 All tested fittings shall

49、be destroyed. Tested fittingsshall not be suitable for sale and/or use.NOTE 9If the test samples are to be retained they shall be permanentlymarked in such a way as to indicate that they have been tested.7.5 Solvent CementThe cement shall meet the require-ments of Specification D 2564.7.6 Requirements for Pipe and Fittings with ElastomericGasket Joints:7.6.1 Pipe RequirementsIn addition to the requirementsof 7.2, the assembled joint shall display no leakage when testedin accordance with the requirements of Specification D 3212.7.6.1.1 BellsThe di