ASTM F1803-2006 Standard Specification for Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter 《基于可控内径的聚氯乙烯封闭式异型重力管和配件的标准规范》.pdf

1、Designation: F 1803 06An American National StandardStandard Specification forPoly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe andFittings Based on Controlled Inside Diameter1This standard is issued under the fixed designation F 1803; the number immediately following the designation indicates t

2、he year oforiginal adoption 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.1. Scope1.1 This specification covers requirements for poly(

3、vinylchloride) (PVC) closed profile sewer pipe and fittings withintegral bell and elastomeric seal joints or plain end pipe withcouplings in sizes (18 to 60 in.) based on a controlled insidediameter.1.2 The values stated in inch-pound units are to be regardedas the standard. The values given in pare

4、ntheses are forinformation only.1.3 The following safety hazard caveat pertains only to 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

5、 to establish appropriate safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.NOTE 1Pipe and fittings produced to this specification should beinstalled in accordance with Practice D 2321.2. Referenced Documents2.1 ASTM Standards:2D 618 Practice for Cond

6、itioning 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

7、 Method 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

8、of 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 2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsD 3212 Specification for Join

9、ts for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsF 402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining Thermoplastic Pipeand FittingsF 412 Terminology Relating to Plastic Piping SystemsF 477 Specification for Elastomeric Seals (Gaskets) forJoin

10、ing Plastic PipeF 679 Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and 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 DefinitionsDefini

11、tions are in accordance with Termi-nology F 412, and abbreviations are in accordance with Ter-minology D 1600, unless otherwise specified. The abbreviationfor poly(vinyl chloride) is PVC.3.2 Definitions of Terms Specific to This Standard:3.2.1 closed profile (CP) gravity sewer pipe, na pipeproduct c

12、onsisting of an essentially smooth waterway bracedcircumferentially or spirally with projections or ribs that arejoined by an essentially smooth outer wall (see Fig. 1).4. Significance and Use4.1 The requirements of this specification are intended toprovide pipe and fittings suitable for nonpressure

13、 drainage ofsewage and surface water.NOTE 2Industrial waste disposal lines should be installed only withthe specific approval of the governing code authority since chemicals not1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibili

14、ty of Subcommittee F17.62 on Sewer.Current edition approved April 1, 2006. Published April 2006. Originallyapproved in 1997. Last previous edition approved in 2004 as F 1803 04.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. F

15、or Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.1Copyright ASTM International, 100 Barr Harbor Drive, PO

16、Box C700, West Conshohocken, PA 19428-2959, United Smonly found in drains and sewers and temperatures in excess of140F may be encountered.5. Material5.1 Basic MaterialsThe pipe and fittings shall be made ofPVC plastic having a minimum cell classification of 12454 or12364 as defined in Specification

17、D 1784. Homopolymer PVCcompounds must meet or exceed the requirements of the abovelisted minimum cell classification number.5.2 Rework MaterialClean rework material generatedfrom the manufacturers own pipe or fittings production maybe used by the same manufacturer provided pipe or fittingsproduced m

18、eet all the requirements of this specification.5.3 GasketsElastomeric gaskets shall comply with therequirements described in Specification F 477.5.4 LubricantThe lubricant used for assembly shall besuitable for use with PVC pipe and elastomeric seals for thisapplication and have no detrimental effec

19、t on the gasket or onthe pipe.6. Joining Systems6.1 Gasketed JointThe integral bell gasketed joint, cou-pling, or fitting joints shall be designed so that when as-sembled, the gasket (which is attached to either the bell or thespigot) will be compressed radially on the pipe spigot or in thebell to f

20、orm a water-tight seal. The joints shall be designed tocomply with and show no sign of leakage when tested inaccordance with 7.7 when assembled with pipe for which theyare intended.6.2 Couplings shall form a water-tight seal when assembledwith plain end pipe and show no sign of leakage when testedin

21、 accordance with 7.7 when assembled with pipe for whichthey are intended.NOTE 3The outside diameters of products manufactured to thisspecification are not specified and therefore joint compatibility should bereviewed.6.3 The joint shall be designed to avoid displacement of thegasket when assembled i

22、n accordance with the manufacturersrecommendation.6.4 The assembly of joints shall be in accordance with themanufacturers recommendations.7. Requirements7.1 WorkmanshipThe pipe and fittings shall be essentiallyuniform in color, opacity, density, and other properties. Theinside and outside surfaces s

23、hall be semimatte or glossy inappearance and free of chalking, sticky, or tacky material. Thesurfaces shall be free of excess bloom; that is, slight bloom isacceptable. The pipe walls shall be free of cracks, holes,blisters, voids, foreign inclusions, or other defects that arevisible to the naked ey

24、e and that may affect the wall integrity.Bloom or chalking may develop in pipe exposed to direct raysof the sun (ultraviolet radiant energy) for extended periods andconsequently these requirements do not apply to pipe afterextended exposure to direct rays of the sun.7.2 Pipe Fitting Dimensions:7.2.1

25、 DiameterThe inside diameter of the pipe shall meetthe requirements given in Table 1 when measured in accor-dance with 8.4.1.7.2.2 Wall ThicknessThe minimum wall thickness of thewaterway of pipe and fittings fabricated from pipe sectionsshall meet the requirements given in Table 1 when measured inac

26、cordance with 8.4.2. The wall thickness of fittings fabricatedfrom pipes meeting the requirements of Specification F 679 arealso satisfactory.7.2.3 Bell Wall ThicknessIn the case of belled pipe andfittings fabricated from pipe sections, the thickness of the wallin the bell shall be considered satisf

27、actory if it was formedfrom pipe meeting the previous requirements. For reducingfittings or those with smaller inlets, the minimum wall thick-ness for each inlet shall be no less than the minimum wallthickness for that size pipe.7.2.4 Fittings:7.2.4.1 Molded FittingsMolded fittings conforming to the

28、requirements of Specification F 679 may also be used withprofile gravity sewer pipe provided an adapter (when required)FIG. 1 Typical Closed Profile (CP) (A) Waterway minimum wall(B) Average inside diameterTABLE 1 Pipe Dimensions and StiffnessNominal Minimum Inside Tolerance on Minimum Pipe Waterway

29、 MinimumPipe Size, Diameter,AInside Diameter, Stiffness Series 46, Wall Series 46,in. in. (mm) in. (mm) lbf/in.2(kPa) in. (mm)18 17.595 (446.91) +0.110 (+2.79) 46 (320) 0.070 (1.78)21 20.690 (525.53) +0.120 (+3.05) 46 (320) 0.080 (2.03)24 23.430 (595.12) +0.140 (+3.56) 46 (320) 0.100 (3.54)27 26.420

30、 (671.01) +0.160 (+4.06) 46 (320) 0.115 (2.92)30 29.410 (747.01) +0.180 (+4.57) 46 (320) 0.125 (3.18)33 32.405 (823.09) +0.190 (+4.83) 46 (320) 0.140 (3.56)36 35.395 (899.03) +0.210 (+5.33) 46 (320) 0.150 (3.81)39 38.385 (974.98) +0.230 (+5.84) 46 (320) 0.165 (4.19)42 41.375 (1050.93) +0.250 (+6.35)

31、 46 (320) 0.180 (4.57)45 44.370 (1127.00) +0.260 (+6.60) 46 (320) 0.195 (4.95)48 47.360 (1202.94) +0.280 (+7.11) 46 (320) 0.210 (5.33)54 53.350 (1355.09) +0.300 (+7.62) 46 (320) 0.225 (5.72)60 59.340 (1507.24) +0.320 (+8.128) 46 (320) 0.240 (6.10)AIn-plant quality control manufacturing. Base inside

32、diameter calculations should include out-of-roundness as a result of shipping and handling.F 1803 062is used to make the connection. The minimum wall thicknessof the molded fittings and adapter shall coincide with thevalues listed in Table 1 of Specification F 679. The thickness inthe wall of the ad

33、apter bell shall be considered satisfactory ifformed from pipe meeting the previous requirements.7.2.4.2 Fabricated FittingsFabricated fittings shall bemade from the pipe meeting the requirements of this specifi-cation, or Specification F 679. Fabricated fittings with solventcement components shall

34、be made in accordance with PracticeD 2855 and taking cognizance of Practice F 402. Unreinforcedsolvent cement mitred joints shall not be used. Fabricatedjoints shall be adequately lapped or fusion butt welded and,when needed, additionally reinforced.NOTE 4A fabricated fittings standard is currently

35、being developed byASTM Subcommittee F17.10.7.3 Pipe FlatteningThere shall be no evidence of split-ting, cracking, breaking, or separation of ribs or seams whenpipe is tested in accordance with 8.5.7.4 Pipe Impact StrengthThe impact strength shall not beless than the values shown in Table 2 when test

36、ed in accor-dance with 8.6.NOTE 5This requirement is intended only for use as a quality controltest, not a simulated service test.7.5 Pipe StiffnessPipe stiffness values for the pipe shallcomply with Table 1 when tested in accordance with 8.7.7.6 GasketsGaskets shall meet the low head applicationreq

37、uirements of Specification F 477 and be molded into acircular form or extruded to the proper section and then splicedinto circular form.7.7 Joint TightnessAll joints shall show no signs ofleakage when tested in accordance with Specification D 3212and Fig. 2. All surfaces of the joint upon which the

38、gasket maybear shall be smooth and free of imperfections, ridges, frac-tures, or cracks that could adversely affect sealability.7.8 Acetone ImmersionThe pipe shall meet the require-ments as defined in Test Method D 2152 when tested inaccordance with 8.8.NOTE 6This is intended only for use as a quali

39、ty control test and notfor use as a simulated service test.7.9 Air TestWhen pipe is made in such a manner that aseam or exposed channel is present, each length shall pass a3.5-psi air test in accordance with 8.9.7.10 Exposed ChannelsCut exposed channels of closedprofile pipe shall be sealed with a m

40、aterial to provide anadequate seal to prevent infiltration and exfiltration and beresistant to sewer and drainage environments.8. Test Methods8.1 Conditioning:8.1.1 Referee TestingWhen conditioning is required forreferee tests, condition the specimens in accordance withProcedure A of Practice D 618

41、at 73.4 6 3.6F (23 6 2C) and50 6 5 % relative humidity for not less than 40 h prior to test.Conduct tests under the same conditions of temperature andhumidity, unless otherwise specified.8.1.2 Quality Control TestingCondition specimens for aminimum of4hinairor1hinwater at 73.46 3F (23 6 2C).Test the

42、 specimens at 73.4 6 3F without regard to relativehumidity.8.2 Test ConditionsConduct tests in the standard labora-tory atmosphere of 73.4 6 3.6F (23 6 2C) and 50 6 5%relative humidity, unless otherwise specified in the test meth-ods or in this specification. In cases of disagreement, thetolerances

43、shall be 61.8F (61C) and 62 % relative humid-ity.8.3 SamplingThe selection of the samples of pipe shall beas agreed upon between the purchaser and the seller. In case ofno prior agreement, any sample selected by the testing labora-tory shall be deemed adequate.8.4 Dimensions:8.4.1 Inside DiameterDet

44、ermine the average inside diam-eter using an internal micrometer or telescoping gage accurateto 60.001 in. (60.02 mm). Take sufficient readings, a mini-mum of four, to ensure that the maximum and minimum havebeen determined. Calculate the average diameter as the arith-metic mean of the diameters mea

45、sured. As an alternativemethod, an inside-diameter-type circumferential tape may beused if proper care is taken to align it at right angles to the pipeaxis. A tapered plug gage as described in Test Method D 2122may also be used.8.4.2 Wall ThicknessMeasure the wall thickness of thethinnest cross sect

46、ion of the waterway in the gaps between ribsin accordance with Test Method D 2122. Make sufficientreadings, a minimum of eight, to ensure that the minimumthickness is determined. (See Table 1).8.5 FlatteningFlatten three specimens of pipe betweenparallel plates in a suitable press until the distance

47、 between theplates, expressed as % of the pipe diameter, by the greater of 40% or of the value as determined by 3.43 (OD)/(OD ID). Therate of loading shall be uniform and such that the compressionis completed within 2 to 5 min. The specimen shall pass if nosplitting, cracking, breaking, or separatio

48、n of seams is ob-served under normal light with the unaided eye. The specimenshall be considered as failing this test if the load does notincrease continuously (or smoothly) with increasing deflectionto the point of maximum load. The maximum load point shallnot be less than 30 % deflection.8.5.1 Tes

49、t specimens shall be 12 in. (305 mm) long.TABLE 2 Minimum Impact Strength, 73F (23C)Nominal Size, in. Impact Strength, ft-lbf(J)18 to 60 220(299)FIG. 2 Shear Deflection TestF 1803 0638.6 Impact ResistanceDetermine the impact resistance ofthe pipe in accordance with conditions and apparatus in TestMethod D 2444. Impact tests shall be conducted at twodifferent locations. The two locations are (1) directly on thepipe midway between ribs, and (2) directly on the seam.(Where a seam cannot be struck directly, this orientation