ASTM F2658-2007 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings《PSM型聚氯乙烯(PVC)SDR 51和SDR 64排水管及配件的标准规范》.pdf

《ASTM F2658-2007 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings《PSM型聚氯乙烯(PVC)SDR 51和SDR 64排水管及配件的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM F2658-2007 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings《PSM型聚氯乙烯(PVC)SDR 51和SDR 64排水管及配件的标准规范》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F 2658 07An American National StandardStandard Specification forType PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64Sewer Pipe and Fittings1This standard is issued under the fixed designation F 2658; the number immediately following the designation indicates the year oforiginal adoptio

2、n or, in the case 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. Sc

3、ope1.1 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) SDR 51 and SDR 64 sewer pipe and fittings.1.2

4、Pipe and fittings produced to this specification 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 consid

5、ered as requirements of the specification.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. Thisstanda

6、rd 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 regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM

7、Standards:2D 618 Practice for Conditioning 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-mopl

8、astic Pipe and FittingsD 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 Plastic Pipe by Parallel-Plate LoadingD 2444 Test Method for Determination of the Impac

9、t 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 Plastic Pipe FittingsD 2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chlor

10、ide) (PVC) Pipe and FittingsD 3034 Specification for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsF 412 Terminology Relating to Plastic Piping Systems2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Agencies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and S

11、torage33. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F 412, and abbreviations are in accordance 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 anarbitrar

12、y 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 be installed only withthe specif

13、ic approval of the cognizant code authority since chemicals notcommonly found in drains and sewers and temperatures in excess of 60C(140F) may be encountered.NOTE 2See D 2321 Standard Practice for Underground Installation ofThermoplastic Pipe for Sewers and Other Gravity-Flow Applications forinstall

14、ation recommendations.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 May 1, 2007. Published June 2007.2For referenced ASTM standards, visit the ASTM website, www.as

15、tm.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 Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094, Attn

16、: NPODS.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Basic Materials5.1 Pipe shall be made of PVC plastic having a cellclassification of 12454 or 12364 as defined in SpecificationD 1784.5.2 Fittings shall be made of PVC plastic

17、 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 tothose of the specified compounds, are also acceptable.5.4 Rework MaterialThe manufacturer shall use on

18、ly 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 spigot wedges into the taperedsocket and the surfaces fuse togeth

19、er. 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. Fittings meeting the requirements of Specification D 3034shall also be permitted to be used with pipe meeting therequirements of this standard.

20、6.1.1 The assembly of joints shall be in accordance withPractice D 2855.6.1.2 Joint TightnessJoints made with pipe and fittingsshall show no signs of leakage when tested in accordance with8.9.7. Requirements7.1 WorkmanshipThe pipe and fittings shall be homoge-neous throughout and free from visible c

21、racks, holes, foreigninclusions, or other injurious defects. The pipe shall be asuniform as commercially practical in color, opacity, 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 me

22、asured inaccordance with 8.4.1.NOTE 3As larger sizes of sewer pipe are needed, it is recommendedthat they be made with the following outside 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 21

23、22 and 8.4.2. 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.7.2.3 Pipe FlatteningThere shall be no evidence of split-ting, cracking, or breaking

24、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 given in Table 2 whentested in accordance with 8.7.NOTE 4This test is intended only for use as a quality control test, notas a simulated service test.7.2.5 Pipe Stiffn

25、essPipe 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 Requirements for Solvent Cemented Pipe and Fittings:7.3.1 Socket DiameterThe inside diameter o

26、f 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 with 8.5.2.7.3.3 Alternate FittingsFittings meeting the requirementsof Specificati

27、on D 3034 shall also be permitted to be used injoining pipe specified in this standard.7.3.4 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 Fitt

28、ingsAny fitting made from pipe orfrom a combination of pipe and molded parts shall be consid-ered a fabricated fitting and the following provisions shallapply.7.4.1 Over-Wrapped FittingsFabricated fittings that havean over-wrap of fiberglass reinforced thermosetting resin orother similar materials s

29、hall meet all of the requirements in7.4.2 and 7.4.3.NOTE 5Refer 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 used in fabricated fittings shall meet

30、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 bejoined.TABLE 1 Pipe DimensionsNominalSizeO

31、utside DiameterMinimum WallThicknessAverageToleranceon AverageSDR51SDR643 3.250 60.008 0.064 0.0514 4.215 60.009 0.083 0.0666 6.275 60.011 0.123 0.0988 8.400 60.012 0.165 0.1319 9.440 60.014 0.185 0.14810 10.500 60.015 0.206 0.16412 12.500 60.018 0.245 0.19515 15.300 60.023 0.300 0.239TABLE 2 Minimu

32、m 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)F26580727.4.2.3 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 jo

33、ints exposed to sewage shall berounded and free from any rough parts that could catch 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 fre

34、e of visible defects.7.4.3 Fabrication Joint Test Requirements:7.4.3.1 These test requirements 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 confi

35、guration.Other fitting configurations using the same manufacturingprocedures as those 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 6A brittle fitting may violently fragment

36、 during testing. Topreclude serious injury or death, suitable and appropriate safety proce-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 bl

37、ocks shall be not less than66 % of the nominal fitting body size being tested for fabri-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 differenc

38、ebetween the largest outside diameter on the bell and the outsideof the body being tested.(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 fa

39、bricated fitting being tested.NOTE 7The wooden blocks shall be made from an available softwoodand the type of wood shall be noted on the test report.NOTE 8When comparative testing is being performed between labsthe same type of softwood blocks shall be used.7.4.4 Deflect the fabricated fitting by ap

40、plying the load,calculated from the values given in Table 5 to the body of thefitting 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 rat

41、e overa1to2minperiod andthen maintain the load for 5 (five) minutes. The calculated 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.TABLE 3 Minimum Pipe Stiffness at 5 % DeflectionPipe Size,in.Pipe

42、Stiffness, kPa (psi)SDR 51 SDR 643 and 4 99 (14) 49 (7)6to15 99(14) 49(7)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 0.009 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 0.01

43、4 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 FittingsF26580737.4.4.1 Inspect all welds and fabrication joints while theload is on the fabricated fitting, and again after the load has

44、been maintained 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 visibl

45、e leakage of water at thefabrication joint or through the body constitutes failure to meetthis requirement.NOTE 9These 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

46、 fittings shall be destroyed. Tested fittingsshall not be suitable for sale and/or use.NOTE 10If the test samples are to be retained they shall be perma-nently marked 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

47、2564.8. Test Methods8.1 ConditioningCondition the test specimens at23 6 2C (73.4 6 3.6F) and 50 6 5 % relative humidity fornot less than 40 h prior to test in accordance with Procedure Aof Practice D 618, for those tests where conditioning isrequired.8.2 Test ConditionsConduct tests in the standard

48、labora-tory atmosphere of 23 6 2C and 50 6 5 % relative humidity,unless otherwise specified in the test methods or in thisspecification.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

49、 sampleselected by the testing laboratory shall be deemed 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 D 2122. 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 ThicknessMeasure the wall thickness in accor-dance with the applicable section of Test Method D 2122.Make sufficient readings, a minimum of six, to ensure that theminimum thickness has been determined. Use