ASTM F3128-2015 Standard Specification for Poly(Vinyl Chloride) (PVC) Schedule 40 Drain Waste and Vent Pipe with a Cellular Core《蜂窝芯形聚氯乙烯 (PVC) 表单40排水管 污水管和通风管的标准规格》.pdf

《ASTM F3128-2015 Standard Specification for Poly(Vinyl Chloride) (PVC) Schedule 40 Drain Waste and Vent Pipe with a Cellular Core《蜂窝芯形聚氯乙烯 (PVC) 表单40排水管 污水管和通风管的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM F3128-2015 Standard Specification for Poly(Vinyl Chloride) (PVC) Schedule 40 Drain Waste and Vent Pipe with a Cellular Core《蜂窝芯形聚氯乙烯 (PVC) 表单40排水管 污水管和通风管的标准规格》.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F3128 15Standard Specification forPoly(Vinyl Chloride) (PVC) Schedule 40 Drain, Waste, andVent Pipe with a Cellular Core1This standard is issued under the fixed designation F3128; the number immediately following the designation indicates the year oforiginal adoption or, in the case of

2、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.1. Scope1.1 This specification covers coextruded poly(vinyl chlo-ride) (PVC) plastic drain, waste and vent p

3、ipe made toSchedule 40 iron pipe sizes (IPS) and produced by thecoextrusion process with concentric inner and outer solid PVClayers and the core consisting of closed-cell cellular PVC.Plastic which does not meet the material requirements specifiedin Section 5 is excluded from single layer and all co

4、extrudedlayers.1.2 Fittings meeting the requirements of SpecificationD2665 and D3311 are suitable for use with pipe meeting therequirements of this specification.1.3 Poly(vinyl chloride) plastic which does not meet thedefinitions of virgin PVC plastic as given in 5.1 is excluded, asperformance of pl

5、astic other than those defined as virgin wasnot determined. PVC rework plastic which meets the require-ments of rework plastic as given in 5.2 is acceptable.1.4 Reprocessed plastic or recycled plastic as defined inTerminology D883 is excluded.1.5 Recommendations for storage, joining and installation

6、are provided in Appendix X1, Appendix X2, and Appendix X3respectively.1.6 The text of this specification references notes, footnotesand appendices which provide explanatory material. Thesenotes and footnotes (excluding those in tables and figures) shallnot be considered as requirements of the specif

7、ication.1.7 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.1.8 This standard does not purport to address all of thesafety concerns, if a

8、ny, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for Testi

9、ngD883 Terminology Relating to PlasticsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD21

10、52 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 Gravity-Flow ApplicationsD2412 Test Method for Determination of External LoadingCharacterist

11、ics 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 Cements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2665 Specification for Poly(Viny

12、l Chloride) (PVC) PlasticDrain, Waste, and Vent Pipe and FittingsD2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsD3311 Specification for Drain, Waste, and Vent (DWV)Plastic Fittings PatternsD4396 Specification for Rigid Poly(Vinyl Chloride) (PVC)and

13、Chlorinated Poly(Vinyl Chloride) (CPVC) Com-pounds for Plastic Pipe and Fittings Used in NonpressureApplications (Withdrawn 2015)3F402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining ThermoplasticPipe and Fittings1This specification is under the jurisdiction of A

14、STM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.Current edition approved April 1, 2015. Published June 2015. DOI: 10.1520/F3128152For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at servicea

15、stm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19

16、428-2959. United States1F412 Terminology Relating to Plastic Piping SystemsF656 Specification for Primers for Use in Solvent CementJoints of Poly(Vinyl Chloride) (PVC) Plastic Pipe andFittings2.2 Federal Standard:4Fed. Std. No. 123 Marking for Shipment (Civil Agencies)2.3 Military Standard:4MIL-STD-

17、129 Marking for Shipment and Storage2.4 ANSI Standards:5Z34.1 American National Standard for Certification-Third-Party Certification ProgramZ34.2 American National Standard for Certification-Self-Certification by Producer or Supplier2.5 Plastic Pipe Institute6PPI-TR-7 Recommended Method For Calculat

18、ion of Nomi-nal Weight of Plastic Pipe3. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F412 and abbreviations are in accordance with Termi-nology D1600, unless otherwise specified. The abbreviationsfor poly(vinyl chloride) plastic is PVC.3.2 coextruded pipepipe consisting

19、 of two or more con-centric layers of material bonded together in processing by anycombination of temperature, pressure, grafting, crosslinking oradhesion.3.3 Definitions of Terms Specific to This Standard:3.3.1 IPS schedule 40 seriesPipe pipe produced to an ironpipe outside diameter with a Schedule

20、 40 wall thickness.3.3.2 recycled plastica plastic prepared from discardedarticles that have been cleaned and reground.4. Classification4.1 Pipe produced in accordance with this specification isintended to provide pipe suitable for the drainage and ventingof sewage and certain other liquid wastes.NO

21、TE 1Before installing pipe for waste disposal use, the approval ofthe cognizant building code authority should be obtained as conditions notcommonly found in normal use may be encountered and temperatures inexcess of 140F (60C) may be encountered.NOTE 2This specification does not include requirement

22、s for pipeintended to be used to vent combustion gases.5. Materials5.1 Material SpecificationThe PVC material shall con-form to the requirements prescribed in Specification D4396with a cell classification of 11432. PVC material which has ahigher cell class than that listed is acceptable.5.2 Rework M

23、aterialThe manufacturer shall use only hisown clean rework pipe material conforming with these cellclass requirements. It shall be used only in the core layer if itcontains any residual blowing agent. The pipe produced shallmeet all requirements of this specification.5.3 Cellular MaterialCellular PV

24、C used in the core layershall be of a closed cell structure when tested in accordancewith 6.3.6.6. Requirements6.1 WorkmanshipThe pipe shall be homogeneousthroughout and free of visible cracks, holes, foreign inclusionsor other defects. The pipe shall be as uniform as commerciallypracticable in colo

25、r, opacity, density and other physical prop-erties.6.2 Dimensions and Tolerances:6.2.1 Outside Diameterthe outside diameter and toler-ances shall meet the requirements of Table 1 when measured inaccordance with Test Method D2122. The tolerances forout-of-roundness shall apply to pipe prior to shipme

26、nt.6.2.2 Wall ThicknessThe wall thickness and tolerancesshall meet the requirements of Table 2 when measured inaccordance with Test Method D2122.6.2.3 LengthThe pipe length may be 7, 10, 12, or 20 ftwith a tolerance on length of +12, -0 in., unless otherwisespecified.6.3 Performance Requirements:6.3

27、.1 Pipe StiffnessThe minimum pipe stiffness values at5% deflection when measured in accordance with Test MethodD2412 shall equal or exceed the values in Table 2. Threespecimens shall be tested. If all three meet this requirement, thesample meets this requirement. If one or two fail, additional4DLA D

28、ocument Services Building 4/D 700 Robbins Avenue Philadelphia, PA19111-5094 http:/quicksearch.dla.mil/5Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.6Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite

29、825,Irving, TX 75062, http:/www.plasticpipe.org.TABLE 1 Outside Diameter and TolerancesNominal Pipe Size, Outside Diameter, Tolerance on AverageOutside Diameter,Out-of-Roundnessin. in. (mm) in. (mm) in. (mm)114 1.660 (42.16) 0.005 (0.13) 0.060 (1.52)112 1.900 (48.26) 0.006 (0.15) 0.060 (1.52)2 2.375

30、 (60.32) 0.006 (0.15) 0.060 (1.52)3 3.500 (88.90) 0.008 (0.20) 0.060 (1.52)312 4.000 (101.60) 0.008 (0.20) 0.100 (2.54)4 4.500 (114.30) 0.009 (0.23) 0.100 (2.54)5 5.563 (141.30) 0.010 (0.25) 0.100 (2.54)6 6.625 (168.28) 0.011 (0.28) 0.100 (2.54)8 8.625 (219.08) 0.015 (0.38) 0.150 (3.81)10 10.750 (27

31、3.05) 0.015 (0.38) 0.150 (3.81)12 12.750 (323.85) 0.015 (0.38) 0.150 (3.81)F3128 152testing shall be conducted in accordance with 6.3.1.1.Ifallthree fail, the sample does not meet the requirement.6.3.1.1 Pipe Stiffness and Lower Confidence LimitIn theevent that one or two of the specimens tested in

32、6.3.1 fail tomeet the minimum requirement, the average pipe stiffness of11 specimens shall meet or exceed the minimum requirementgiven in Table 2. The 99% lower confidence limit (LCL) shallbe within 15% of the average value. The LCL shall becalculated using the Students “t” distribution, with N-1 de

33、-grees of freedom, where N is the number of specimens (11).The critical t value shall be used to at least three significantdigits. Alternatively, if the LCL exceeds the minimum PSrequirement in the applicable table but is not within 15% of theaverage, the sample meets the requirements of the pipesti

34、ffness testing. The 11 specimens include the three testedunder 6.3.1 and an additional eight with rotation by 35, asspecified in Test Method D2412, continuing throughout theremaining specimens.6.3.1.2 The LCL based on testing eleven specimens iscalculated as follows:LCL 5 avgPS! 2 $2.76 std. dev.!=N

35、!% (1)where:N =11(avg PS) = PSi!#11!std. dev. =FPS22 PS!2NN21G12The 15% requirement is calculated as follows:avg 2 LCL!avg! 3100#15%NOTE 3The 5% deflection criterion is arbitrarily selected for testingconvenience. It should not be considered as a limitation with respect toin-use deflection. The engi

36、neer is responsible for establishing the accept-able deflection limit.NOTE 4The strength and load-carrying capabilities of plastic pipe aremeasured and reported as pipe stiffness, which is determined in accor-dance with Test Method D2412. The term “crushing strength” is notapplicable to plastic pipi

37、ng.6.3.2 Pipe FlatteningThere shall be no evidence ofcracking, delamination or rupture when pipe is deflected 60 %of the initial inside diameter, when tested in accordance withTest Method D2412. Three specimens shall be tested and allshall pass.NOTE 5This test is intended only for use as a quality c

38、ontrol test andnot as a simulated service test.6.3.3 Impact ResistanceThe minimum impact resistance,when tested at the time of manufacture, shall comply withTable 2. Test in accordance with Test Method D2444, usingTup B and Holder B. Use a 20-lb (9.1-kg) tup for testing pipesizes 4 in. and smaller a

39、nd a 30-lb 232 (13.6-kg) tup for pipesizes larger than 4 in.6.3.3.1 Test 10 specimens. When 9 or 10 specimens pass,accept the lot. When 2 or more specimens fail, test 10additional specimens. When 17 of 20 specimens tested pass,accept the lot. When 4 or more of 20 specimens fail, test 20additional sp

40、ecimens. When 32 of 40 specimens pass, acceptthe lot. When 9 or more of 40 specimens fail, the lot does notmeet the requirements of this specification.6.3.3.2 Failure of the test specimen shall be shattering orany crack or break extending entirely through the pipe wall andvisible to the unaided eye.

41、6.3.4 BondThe bond between layers shall be strong anduniform. It shall not be possible to separate any two layers witha probe or the point of a knife blade so that the layers separatecleanly, nor shall separation of the bond occur between layersduring testing performed under the requirements of this

42、 speci-fication.6.3.5 Extrusion QualityThe pipe shall meet the require-ments of Test Method D2152.6.3.6 Cellular Structure-The core layer of cellular core pipeshall not allow the passage of water when tested at 10 6 1 psigfor a minimum of 30 minutes. The test sample shall be 18 60.1 in. (457 6 3 mm)

43、 long. Create a seal on the O.D. and theI.D. of the pipe near one end in a manner that permits theexposed core to be subjected to water pressure (Note 6). Anysign of water emanating from the core at the opposite end after30 minutes is indication of an open cell structure and thespecimen does not mee

44、t the requirements of this specification.NOTE 6The method of sealing against the I.D. and O.D. of the pipe isnot specified, as several acceptable methods are available. One suchmethod uses an elastomeric no-hub adapter clamped to the O.D. andpneumatic or mechanical test plug to seal the I.D.6.4 Othe

45、r Requirements:6.4.1 JoiningCoextruded poly(vinyl chloride) PVC Cellu-lar Core DWV Pipe is joined using fittings meeting therequirements of Specification D2665 and D33116.4.2 Solvent CementIn the assembly of solvent cementjoints, the safety requirements of Practice F402 shall beTABLE 2 Minimum Wall

46、ThicknessA, Pipe Stiffness and Impact StrengthNominal Pipe Size Minimum Wall Thickness Pipe Stiffness Impact Strengthin. in. lbf/in.2(MPa) ft.lbf(J)114 0.140 (3.56) 600 (4.13) 40 (54)112 0.145 (3.68) 600 (4.13) 50 (68)2 0.154 (3.91) 300 (2.07) 80 (109)3 0.216 (5.49) 300 (2.07) 100 (136)312 0.226 (5.

47、74) 250 (1.72) 100 (136)4 0.237 (6.02) 200 (1.38) 100 (136)5 0.258 (6.55) 120 (0.83) 100 (136)6 0.280 (7.11) 120 (0.83) 120 (163)8 0.322 (8.18) 100 (0.69) 120 (163)10 0.365 (9.27) 60 (0.41) 120 (163)12 0.406 (10.31) 50 (0.34) 120 (163)AThe maximum wall thickness shall not be greater than 1.25 times

48、the minimum wall thickness.F3128 153followed and the joint shall be assembled following PracticeD2855, using a cleaner or primer.7. Sampling and Conditioning7.1 SamplingThe selection of the sample or samples ofpipe shall be as agreed upon by the purchaser and seller. In caseof no prior agreement, an

49、y sample selected by the testing labshall be deemed adequate.7.2 Conditioning:7.2.1 For referee purposes, condition the specimens prior totest at 73.4 6 3.6F (23 6 2C) and 50 6 10% relativehumidity in accordance with Practice D618, Procedure A.7.2.2 For routine quality control testing, condition the speci-mens at the temperature and humidity of the manufacturerstesting facility for not less than1horuntil the specimens areat the room temperature.7.3 Test Conditions:7.3.1 For referee purposes, conduct tests in th