1、Designation: F 1336 07An American National StandardStandard Specification forPoly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings1This standard is issued under the fixed designation F 1336; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revis
2、ion, 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 and test methodsfor fabricated or molded poly(vinyl chloride)
3、 (PVC) gasketedsewer fittings to be used with piping manufactured to Specifi-cations D 3034, F 679, F 891 or F 1760. Fabricated fittingsmay be manufactured from pipe, or from a combination of pipeand injection molded parts, or from injection molded parts.1.2 The requirements of this specification ar
4、e to providefabricated or molded PVC gasketed fittings suitable for non-pressure drainage of sewage and surface water, as well asapplications involving subsurface drainage.NOTE 1Industrial waste lines should be installed only with thespecific approval of the governing code authority when using chemi
5、calsnot commonly found in drains and sewers or temperatures in excess of140F (60C), or both.1.3 Fittings produced to this specification are intended to beinstalled with pipe, in accordance with Practice D 2321.1.4 The values stated in inch-pound units are to be regardedas the standard. Within the te
6、xt, the SI units are given inparentheses.1.5 The following precautionary caveat pertains to the testmethod portion only, Section 10, 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
7、 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 Conditioning Plastics for TestingD 1600 Terminology for Abbreviated Terms Relating toPlasticsD 1784 Spec
8、ification 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 2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-t
9、ionsD 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 Plastic Pipe FittingsD 3034 Specificati
10、on for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsD 3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsD 4396 Specification for Rigid Poly(Vinyl Chloride) (PVC)and Chlorinated Poly(Vinyl Chloride) (CPVC) Com-pounds for Plastic Pipe and Fitti
11、ngs Used in NonpressureApplicationsF 412 Terminology Relating to Plastic Piping SystemsF 477 Specification for Elastomeric Seals (Gaskets) forJoining Plastic PipeF 610/F 610M Test Method for Evaluating the Quality ofMolded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittingsby the Heat Reversion Techniq
12、ueF 656 Specification for Primers for Use in Solvent CementJoints of Poly(Vinyl Chloride) (PVC) Plastic Pipe andFittingsF 679 Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and FittingsF 891 Specification for Coextruded Poly(Vinyl Chloride)(PVC) Plastic Pipe W
13、ith a Cellular CoreF 913 Specification for Thermoplastic Elastomeric Seals(Gaskets) for Joining Plastic PipeF 1760 Specification for Coextruded Poly(Vinyl Chloride)(PVC) Non-Pressure Plastic Pipe Having Reprocessed-Recycled Content2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Ag
14、encies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage31This 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 May 2007. Originall
15、yapproved in 1991. Last previous edition approved in 2002 as F 1336 02.2For 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 AST
16、M 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.3. Terminology3.1 Definitions are in accorda
17、nce with Terminology F 412unless otherwise specified.3.1.1 Abbreviations are in accordance with TerminologyD 1600, unless otherwise indicated. The abbreviation forpoly(vinyl chloride) plastic is PVC. The abbreviation forplastic sewer main is PSM.4. Materials and Manufacture4.1 Basic MaterialsThe pip
18、e components for fabricatedfittings shall be made from PVC compounds meeting the cellclassifications indicated under the material section of the pipestandards referenced in 1.1. Molded components or fittingsshall be made from virgin or rework PVC compound having acell classification of 11432 or 1232
19、1 as prescribed in Specifi-cation D 4396 or 12454 or 13343 as prescribed in SpecificationD 1784. Virgin or rework compounds that have different cellclassifications because one or more properties exceed theminimum requirements of those specified compounds are alsoacceptable.4.2 Rework MaterialClean r
20、ework material generatedfrom the manufacturers own pipe, molded components, orfittings production may be used by the same manufacturerproviding the rework material meets the requirements of 4.1and that the pipe, molded components, or fittings producedmeet all the requirements of this specification.5
21、. Miscellaneous Requirements5.1 Gasketed Joining System:5.1.1 The assembled joint shall display no leakage whentested in accordance with the requirements of SpecificationD 3212.5.1.2 The joint assembly shall be in accordance with thefitting manufacturers recommendations. The end of the pipe orfittin
22、g spigot shall not damage or dislodge the gasket duringinsertion. Lubricant is required on the spigot and sometimesadditionally on the gasket. All surfaces of the joint that makecontact with the gasket shall be smooth and free of imperfec-tions, ridges, fractures, or cracks that could adversely affe
23、ct theseal.5.1.3 The dimensions of the elastomeric gasket seal jointsshall accommodate pipes and fitting spigots having the averageoutside diameters and tolerances detailed in Table 1.5.2 Elastomeric Seal Components:5.2.1 BellsThe dimensions shall be in accordance withthe manufacturers standard desi
24、gn dimensions and tolerances.5.2.2 GasketsThe elastomeric seal (gasket) shall complywith the requirements of Specifications F 477 or F 913 at thetime the fittings are manufactured.5.3 LubricantThe lubricant used for field assembly shallbe the type recommended by the manufacturer of the gasketedjoint
25、.5.4 Fabrication Joint MaterialThe fabrication joint ma-terial or reinforcing overlays shall be of that type, strength, andproperties suitable for the intended fabrication. It is thedecision of the manufacturer as to what material will be used.The PVC primer shall meet the requirements of Specificat
26、ionF 656. The PVC solvent cement shall meet the requirements ofSpecification D 2564.5.5 Over-Wrapped FittingsFabricated fittings that have areinforcing overlay of fiberglass and thermosetting resin shallmeet all of the requirements of this specification except for 4.1and 4.2.5.6 Pipe PerformanceWhen
27、 pipe is used to fabricate afitting, the pipe shall meet the requirements of the relevantASTM standards.5.7 WaterwayFabricated fittings shall be constructed sothat pipe ends do not project into the waterway of the fittingbody.6. Dimensions and Permissible Variations6.1 DiameterThe average outside di
28、ameter of moldedfitting spigots or of spigot pipe components for fabricatedfittings shall meet the requirements given in Table 1 whenmeasured in accordance with 10.1.1.TABLE 1 Dimensions and TolerancesNominalSizein. (mm)Outside Diameter Wall ThicknessAAverage Tolerance SDR35 SDR26 DR23.5in. mm in. 6
29、 mm 6 in. mm in. mm in. mm4 (100) 4.215 107.06 60.009 60.23 0.120 3.05 0.162 4.11 0.178 4.525 (125) 5.640 143.26 60.010 60.25 0.161 4.09 0.217 5.51 0.265 6.736 (150) 6.275 159.39 60.011 60.28 0.180 4.57 0.241 6.13 - -8 (200) 8.400 213.36 60.012 60.30 0.240 6.10 0.323 8.20 - -10 (250) 10.500 266.70 6
30、0.015 60.38 0.300 7.62 0.404 10.26 - -12 (300) 12.500 317.50 60.018 60.46 0.360 9.14 0.481 12.22 - -15 (375) 15.300 388.62 60.023 60.58 0.437 11.10 0.588 14.94 - -18 (450) 18.700 474.98 60.028 60.71 0.536 13.61 0.719 18.26 - -21 (525) 22.047 559.99 60.033 60.84 0.632 16.05 0.848 21.54 - -24 (600) 24
31、.803 630.00 60.037 60.94 0.711 18.06 0.954 24.23 - -27 (675) 27.953 710.01 60.042 61.07 0.801 20.35 1.075 27.31 - -30 (750) 31.496 800.00 60.047 61.19 - - 0.903 22.94 - -33 (825) 35.433 900.00 60.053 61.35 - - 1.016 25.81 - -36 (900) 39.370 1000.00 60.059 61.50 - - 1.129 28.68 - -42 (1050) 44.500 11
32、30.00 60.060 61.52 - - 1.276 32.41 - -48 (1200) 50.800 1290.00 60.075 61.90 - - 1.456 36.98 - -A10 % variation resulting from a core shift or other processes is allowable; however, the average of the two opposite wall thickness shall equal or exceed the value shownin the table.F13360726.2 Wall Thick
33、ness:6.2.1 Fabricated FittingsPipe wall thickness shall meetthe requirements of the applicable specifications mentioned inthe scope of this specification when measured in accordancewith Test Method D 2122 and 10.1.2, and shall have a mini-mum pipe stiffness of 46 psi. In the case of fittings fabrica
34、tedfrom pipe sections, the thickness of the wall in the bell and thebranch area shall be considered satisfactory if it was formedfrom pipe meeting those requirements.6.2.2 Molded Fittings or Components The wall thicknessof the waterway and socket or bell of molded fittings orcomponents shall be no l
35、ess than the respective minimumthickness indicated in Table 1. For reducing fittings or thosewith smaller inlets, the minimum wall thickness of each inletshall be no less than the minimum wall thickness indicated inTable 1 for that nominal pipe size. The thickness shall bedetermined in accordance wi
36、th Method D 2122 and 10.1.2NOTE 2Refer to Fig. 1, Fig. 2, and Appendix X1 for geometricconfigurations as illustrations of some of the fittings being produced.Consult the individual manufacturer for laying lengths.6.3 Socket LengthThe minimum distance from the centerof the gasket to the bottom of the
37、 socket and the maximumdistance from the center of the gasket to the outermost edge offitting socket (see Fig. 3) shall comply with the dimensionsgiven in Table 2 when measured in accordance with TestMethod D 2122 and 10.1.3.6.4 Spigot LengthThe minimum distance from the spigotend to the area where
38、spigot diameter changes due to a socket,branch, or change in angle shall comply with the dimensionsgiven in Table 2 when measured in accordance with 10.1.4.7. Mechanical Properties7.1 Impact StrengthThe impact strength of tees, wyes,couplings, bends, increasers/reducers, and saddles shall be noless
39、than the values given in Table 3, when tested in accordancewith 10.2.NOTE 3This test in intended only for use as a quality control test; notFIG. 1 Product Design ExamplesNOTE 1The asterisk (*) in the examples indicates that the regionbeyond the intersection of the branch and the main body is conside
40、red atransition area and may vary based on individual manufacturers design.NOTE 2 Dimensions are identified according to Symbols D 2749.Consult the manufacturer for their actual values.FIG. 2 Product Design Examples (continued)F1336073for use as a simulated service test.7.2 Pipe Stop Load SupportTee
41、, tee-wye, or saddle teeshall support the load indicated in Table 4, when tested inaccordance with 10.3.NOTE 4This test in intended only for use as a quality control test; notfor use as a simulated service test.7.3 Internal Stress Molded components or fittings shall betested in accordance with 10.4.
42、7.4 Branch Bending The wye or tee branch of a fabricatedfitting shall be subject to a load in accordance with 10.5.NOTE 5This is intended only for use as a quality control test; not foruse as a simulated service test.8. Workmanship, Finish, and Appearance8.1 The fittings shall be homogeneous through
43、out and freefrom visible cracks, holes, foreign inclusions, or other injuriousdefects. The fittings shall be as uniform as commerciallypractical in color, opacity, density, and other physical proper-ties.9. Sampling and Conditioning9.1 Sampling The selection of fitting samples shall be asagreed upon
44、 between the purchaser and the seller. In case of noprior agreement, samples selected by the testing laboratoryshall be deemed adequate.9.2 Conditioning:9.2.1 Referee TestingThe specimen shall be conditionedin accordance with Procedure A of Practice D 618 at 73.4 63.6F (23 6 2C) and 50 6 5 % relativ
45、e humidity for not lessthan 40 h prior to test. Tests shall be conducted at the sameconditions of temperature and humidity, unless otherwisespecified.9.2.2 Quality Control TestsFor quality control tests, thespecimens shall be conditioned for a minimum of4hinairor1 h in water at 73.4 6 3.6F (23 6 2C)
46、. The specimen shallbe tested at 73.4 6 3.6F (23 6 2C) without regard to relativehumidity.10. Test Methods10.1 Dimensions and Tolerances:10.1.1 DiameterThe average outside diameter of a pipeor spigot component shall be measured in accordance with TestMethod D 2122. A measurement device accurate to 0
47、.001 in.(0.02 mm) shall be used.10.1.2 Wall ThicknessWall thickness shall be measuredin accordance with Test Method D 2122. A measurementdevice accurate to 0.001 in. (0.02 mm) shall be used.10.1.3 Socket LengthSocket length shall be measured inaccordance with Test Method D 2122.Asteel rule, with at
48、least0.031-in. or 1-mm graduations shall be used. Refer to Fig. 3 formeasuring locations.FIG. 3 Socket/Spigot DescriptionsTABLE 2 Socket and Spigot DimensionsANominalSize,in. (mm)Socket SpigotDepth, “C” min,in. (mm)Projection, “P”max,in. (mm)Length, “cm” min,in. (mm)4 (100) 1.50 (38.1) 1.75 (44.5) 2
49、.25 (57.1)5 (125) 1.97 (50) 1.75 (44.5) 3.00 (76.2)6 (150) 2.15 (54.6) 2.00 (50.8) 3.50 (88.9)8 (200) 2.50 (63.5) 2.50 (63.5) 4.10 (104.1)10 (250) 2.92 (74.2) 3.00 (76.2) 5.00 (127)12 (300) 3.10 (78.7) 3.50 (88.9) 6.00 (152.4)15 (375) 3.20 (81.3) 4.00 (101.6) 7.50 (190.5)18 (450) 4.10 (104.1) 4.50 (114.3) 8.60 (218.4)21 (525) 4.61 (117.1) 5.00 (127) 9.60 (244)24 (600) 5.12 (130) 5.50 (139.7) 10.62 (269.7)27 (675) 5.63 (143) 6.00 (152.4) 11.60 (294.6)30 (750) 10.00 (254) 5.75 (146.1) 14.49 (368.0)33 (825) 11.00 (279.4) 5.75 (146.1) 14.85 (377.
