ASTM F2817-2010 Standard Specification for Poly (Vinyl Chloride) (PVC) Gas Pressure Pipe and Fittings For Maintenance or Repair《聚(氯乙烯)(PVC)气体压力管和维护或维修用配件标准规范》.pdf

《ASTM F2817-2010 Standard Specification for Poly (Vinyl Chloride) (PVC) Gas Pressure Pipe and Fittings For Maintenance or Repair《聚(氯乙烯)(PVC)气体压力管和维护或维修用配件标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM F2817-2010 Standard Specification for Poly (Vinyl Chloride) (PVC) Gas Pressure Pipe and Fittings For Maintenance or Repair《聚(氯乙烯)(PVC)气体压力管和维护或维修用配件标准规范》.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F2817 10An American National StandardStandard Specification forPoly (Vinyl Chloride) (PVC) Gas Pressure Pipe and FittingsFor Maintenance or Repair1This standard is issued under the fixed designation F2817; the number immediately following the designation indicates the year oforiginal ad

2、option or, in the case of 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 requirements for PVC pipe andtubing for use

3、only to maintain or repair existing PVC gaspiping. This specification covers requirements for fittings foruse to maintain or repair existing PVC gas piping.1.1.1 In-plant quality control programs are specified inAnnex A1.1.2 The text of this specification references notes and,footnotes, and appendix

4、es which provide explanatory material.These notes and footnotes (excluding those in tables andfigures) shall not be considered as requirements of the speci-fication.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to

5、 SI units that are provided for information onlyand are not considered standard.1.4 The following is an index of the annexes in thisspecification:Annex SubjectAnnex A1 In-Plant Quality Control for PVC materialsup to 6 in.1.5 This standard does not purport to address all of thesafety concerns, if any

6、, 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:2D543 Practices for Evaluating the Resistance of Pla

7、stics toChemical ReagentsD618 Practice for Conditioning Plastics for TestingD638 Test Method for Tensile Properties of PlasticsD1598 Test Method for Time-to-Failure of Plastic PipeUnder Constant Internal PressureD1599 Test Method for Resistance to Short-Time HydraulicPressure of Plastic Pipe, Tubing

8、, and FittingsD1600 Terminology for Abbreviated Terms Relating toPlasticsD1898 Practice for Sampling of Plastics3D2122 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 byA

9、cetone ImmersionD2290 Test Method for Apparent Hoop Tensile Strength ofPlastic or Reinforced Plastic Pipe by Split Disk MethodD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resis-tance

10、of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D2466 Specification for Poly(Vinyl Chloride) (PVC) PlasticPipe Fittings, Schedule 40D2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2837 Test Method for Obtaining Hydrostatic Design Basis

11、for Thermoplastic Pipe Materials or Pressure Design Basisfor Thermoplastic Pipe ProductsD3915 Specification for Rigid Poly(Vinyl Chloride) (PVC)and Chlorinated Poly(Vinyl Chloride) (CPVC) Com-pounds for Plastic Pipe and Fittings Used in PressureApplicationsF412 Terminology Relating to Plastic Piping

12、 SystemsF402 Practice for Safe Handling of Solvent Cements, Prim-ers, and Cleaners Used for Joining Thermoplastic Pipe andFittings2.2 Plastic Pipe Institute:4PPI TR-4 Hydrostatic Design Bases and Maximum Rec-ommended Hydrostatic Design Stresses for ThermoplasticPiping MaterialsPPI TR-9 Recommended D

13、esign Factors and Design Coef-ficients for Thermoplastic Pressure Pipe1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.60 on Gas.Current edition approved Feb. 1, 2010. Published March 2010. DOI: 10.1520/

14、F281710.2For 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.3Withdrawn. The last approved previous version of thi

15、s historical standard isreferenced on www.astm.org.4Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825,Irving, TX 75062, http:/www.plasticpipe.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.3 Other Stand

16、ards:ANSI B31.8 Gas Transmission and Distribution PipingSystems5CFR Part 192 Transportation Of Natural And Other Gas ByPipeline: Minimum Federal Safety Standards6MIL-STD-1235 Single- and Multi-Level Continuous Sam-pling Procedures and Tables for Inspection by Attributes63. Terminology3.1 Definitions

17、Definitions are in accordance with Termi-nology F412, and abbreviations are in accordance with Termi-nology D1600, unless otherwise specified.3.2 The gas industry terminology used in this specificationis in accordance with ANSI B31.8 or 49 CFR Part 192, unlessotherwise indicated.3.3 The term pipe us

18、ed herein refers to both pipe and tubingunless specifically stated otherwise.3.4 pipe material designation codecode for thermoplasticpipe materials defined by the Plastics Pipe Institute in PPITR-4.3.5 category 1 mechanical fitting, nfitting for assemblingpipes, which includes a compression zone(s)

19、to provide forpressure integrity, leak tightness, and resistance to end loadssufficient to cause no less than 25 % elongation of the PVCpiping as described in this specification.3.6 in-line fitting, nmechanical fitting used to make amechanical joint where the bore axis of the compression andsealing

20、zones of the fitting is essentially the same as theconnected piping, for example, couplings, ells, and tees.3.7 mechanical saddle fitting, nmechanical fitting used tomake a mechanical joint that allows a lateral connection to anexisting main in which a portion of the fitting is contoured tomatch the

21、 O.D. of the pipe to which it is attached.4. Materials4.1 GeneralThe plastic used to make PVC pipe and PVCfittings shall be virgin plastic or reworked plastic (see 4.2) andshall have a Plastics Pipe Institute (PPI) long-term hydrostaticdesign stress and hydrostatic design basis rating.4.2 Rework Mat

22、erialClean rework material of the samecommercial designation, generated from the manufacturersown pipe and fitting production shall not be used unless thepipe and fitting produced meet all the requirements of thisspecification.4.3 PVC pipe and fittings shall be made from PVC plasticsdefined in Speci

23、fication D3915 as Class 124544 PVC pipecompound (PVC 1120) or Class 143333 PVC pipe compound(PVC 2116).4.4 Elevated Temperature ServicePVC piping materialsintended for use at temperatures above 73F (23C) shall havethe PPI hydrostatic design basis (HDB) determined at thespecific temperature in accord

24、ance with Test Method D2837.PVC piping materials intended for use at temperatures above73F (23C) shall use the PVC temperature derating factorsspecified in PPI TR-9.5. Requirements5.1 GeneralPipe shall be supplied in straight lengths.5.2 WorkmanshipThe pipe and fittings shall be homoge-neous through

25、out and free of visible cracks, holes, foreigninclusion, blisters, and dents, or other injurious defects. Thepipe and fittings shall be as uniform as commercially practi-cable in color, opacity, density, and other physical properties.5.3 Pipe and Tubing:5.3.1 Outside DiameterThe outside diameters an

26、d toler-ances shall be as shown in Table 1 when measured inaccordance with Test Method D2122. The tolerances forout-of-roundness shall apply only on pipe prior to shipment.5.3.2 Wall ThicknessThe wall thicknesses and tolerancesshall be as shown in Table 2 when measured in accordancewith Test Method

27、D2122.5.4 PVC Socket Cement Fitting Dimensions and Tolerances:5.4.1 Fitting sockets inside diameters (waterways), mini-mum wall thicknesses, and dimensions shall be as shown inTable 3 when measured in accordance with Test MethodD2122.5.4.2 The minimum wall thickness of fittings shall be 125 %of the

28、minimum wall thickness of the corresponding size ofSchedule 40 pipe for which they are designed to be used,5Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.6Available from Standardization Documents Order Desk, DODSSP, Bldg

29、. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.TABLE 1 IPS PVC PipeOutside Diameters and TolerancesNominal PipeSize (NPS)Average OutsideDiameter, in. (mm)Tolerances, in. (mm)For Average Maximum Out-of-Roundness (Maximum Minimum Diameter)SDR21 SDR17, SDR13.5,

30、SDR1118 0.405 (10.29) 60.004 (0.10) . 0.016 (0.41)14 0.540 (13.72) 60.004 (0.10) . 0.016 (0.41)38 0.675 (17.14) 60.004 (0.10) . 0.016 (0.41)12 0.840 (21.34) 60.004 (0.10) . 0.016 (0.41)34 1.050 (26.67) 60.004 (0.10) . 0.020 (0.51)114 4 1.660 (42.16) 60.005 (0.13) 0.030 (0.76) 0.024 (0.61)112 1.900 (

31、48.26) 60.006 (0.15) 0.060 (1.52) 0.024 (0.61)2 2.375 (60.32) 60.006 (0.15) 0.060 (1.52) 0.024 (0.61)3 3.500 (88.90) 60.008 (0.20) 0.060 (1.52) 0.030 (0.76)4 4.500 (114.30) 60.009 (0.23) 0.100 (2.54) 0.030 (0.76)6 6.625 (168.28) 60.011 (0.28) 0.100 (2.54) 0.070 (1.78)F2817 102except that for the soc

32、ket, the wall thickness shall be at leastequal to the minimum wall thickness of the corresponding sizeof Schedule 40 pipe.5.4.3 The minimum inside diameter of the fittings shall benot less than the minimum specified inside diameter of thecorresponding size of Schedule 40 pipe.5.4.4 Minimum dimension

33、s have zero negative tolerance.Tolerances on other dimensions are shown in Table 3.NOTE 1References to Schedule 40 pipes for socket dimensions usingPVC materials with an established HDB rating is based on historicalprecedents and past references to socket dimensions under SpecificationD2466.5.5 Flat

34、teningThere shall be no evidence of splitting,cracking, or breaking by the specimens subjected to this testand performed in accordance with Test Method D2412. Flattenthree specimens of the pipe, 2 in. (50.8 mm) long, betweenparallel plates in a suitable press until the distance between theplates is

35、40 % of the outside diameter of the pipe or the wallsof pipe touch. The rate of loading shall be uniform and suchthat the compression is completed within 2 to 5 min. OnTABLE 2 Wall Thicknesses and Tolerances for PVC Plastic Pipe with IPS Outside DiametersNominalPipe Size, in.Wall Thickness,Ain.BSDR2

36、1 SDR17 SDR13.5Minimum Tolerance Minimum Tolerance Minimum Tolerance18 . . . . 0.060 +0.02014 . . . . 0.060 +0.02038 . . . . +0.020 +0.02012 . . . . 0.062 +0.02034 . . . . 0.078 +0.0201 0.063 +0.020 0.077 +0.020 0.097 +0.020114 0.079 +0.020 0.098 +0.020 0.123 +0.020112 0.090 +0.020 0.112 +0.020 0.14

37、1 +0.0202 0.113 +0.020 0.140 +0.020 0.176 +0.020212 0.137 +0.020 0.169 +0.020 0.213 +0.0263 0.167 +0.020 0.206 +0.025 0.259 +0.031312 0.190 +0.023 0.235 +0.028 0.296 +0.0364 0.214 +0.026 0.265 +0.032 0.333 +0.0405 0.265 +0.032 0.327 +0.039 0.412 +0.0496 0.316 +0.038 0.390 +0.047 0.491 +0.059AThe min

38、imum is the lowest wall thickness of the pipe at any cross section. The maximum permitted wall thickness, at any cross section, is the minimum wall thicknessplus the stated tolerance. All tolerances are on the plus side of the minimum requirement.B1 in. = 25.4 mm (exact).TABLE 3 Tapered Sockets for

39、PVC Pipe Fittings, Schedule 40, in.ANominal Pipe Size ASocket Entrance DiameterBSocket Bottom DiameterCBSocket Length,minDCInsideDiameter,minWallThickness,minOutsideDiameterof Hub,MEntrance,minDiameter ToleranceonDiameterMaxOut-of-RoundDiameter ToleranceonDiameterMaxOut-of-RoundE F EW EX., EZ18 0.41

40、7 60.004 0.016 (0.41) 0.401 60.004 0.016 (0.41) 0.500 0.225 0.068 0.085 0.52616416414 0.552 60.004 0.016 (0.41) 0.536 60.004 0.016 (0.41) 0.500 0.320 0.088 0.110 0.67216416438 0.687 60.004 0.016 (0.41) 0.671 60.004 0.016 (0.41) 0.594 0.449 0.091 0.114 0.82113213212 0.848 60.004 0.016 (0.41) 0.836 60

41、.004 0.016 (0.41) 0.688 0.578 0.109 0.136 0.99813213234 1.058 60.004 0.020 (0.51) 1.046 60.004 0.020 (0.51) 0.719 0.740 0.113 0.141 1.2211321321 1.325 60.005 0.020 (0.51) 1.310 60.005 0.020 (0.51) 0.875 0.990 0.133 0.166 1.504116116114 1.670 60.005 0.024 (0.61) 1.655 60.005 0.024 (0.61) 0.938 1.335

42、0.140 0.175 1.871116116112 1.912 60.006 0.024 (0.61) 1.894 60.006 0.024 (0.61) 1.094 1.564 0.145 0.181 2.1271161162 2.387 60.006 0.024 (0.61) 2.369 60.006 0.024 (0.61) 1.156 2.021 0.154 0.193 2.634116116212 2.889 60.007 0.030 (0.76) 2.868 60.007 0.030 (0.76) 1.750 2.414 0.203 0.254 3.170332183 3.516

43、 60.008 0.030 (0.76) 3.492 60.008 0.030 (0.76) 1.875 3.008 0.216 0.270 3.84133218312 4.016 60.008 0.030 (0.76) 3.992 60.008 0.030 (0.76) 2.000 3.486 0.226 0.283 4.374332184 4.518 60.009 0.030 (0.76) 4.491 60.009 0.030 (0.76) 2.000 3.961 0.237 0.296 4.90733218AThe sketches and designs of fittings are

44、 illustrative only.BSocket depth, measured from socket entrance face to socket bottom face.CSee 5.4.4.F2817 103removal of the load, examine the specimens for evidence ofsplitting, cracking, or breaking.5.6 Impact ResistanceThe impact resistance for PVC pipeshall fall within the range specified by th

45、e manufacturersdesignated Impact Classification Cell (IC). Table 4 lists impactclassification cell for SDR 17 and 21 pipe. The impactclassification rating for PVC pipe shall be determined inaccordance with Test Method D2444 using a flat plate holderand 20-lb tup B for sizes 2 in. and less and 30-lb

46、tup B for alllarger sizes. The specimens shall be conditioned in a mixture ofice and water at 32 to 35F (0 to 2C) for1h(Note 2) andtested immediately on removal from this medium.NOTE 2Other conditioning media such as a refrigerated fluid bath ofwater and ethylene glycol at 32 to 35F (0 to 2C) for1ho

47、rarefrigeratedair chamber at 32 to 35F (0 to 2C) for 4 h may be used if it can bedemonstrated that equivalent results are obtained. However, in cases ofdisagreement, the ice water mixture shall be used.5.7 Impact Quality AssuranceThe impact quality assur-ance is a “GO/NOGO” test. Five specimens shal

48、l be impactedin accordance with Test Method D2444 using the tup andholder specified in 5.5 from a height determined by the lowervalue of the designated Impact Classification (IC) cell. All fivespecimens shall pass. If one specimen fails, a second set of fivespecimens shall be tested. None of the sec

49、ond set shall fail. Ifnine out of the total ten specimens pass, the lot shall beconsidered to have met the requirements of this test.NOTE 3This test is intended only for use as a quality control test, notfor use as a simulated service test.5.8 Extrusion QualityPVC pipe shall not flake or disin-tegrate when tested in accordance with the Test Method D2152.5.9 Outdoor Storage StabilityPVC pipe when stored out-doors unprotected for six months from the date of extrusionshall meet all the requiremen