ASTM F1336-2015 Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings《装衬垫的聚氯乙烯 (PVC) 污水管配件的标准规格》.pdf

1、Designation: F1336 07F1336 15Standard Specification forPoly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings1This standard is issued under the fixed designation F1336; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last r

2、evision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope Scope*1.1 This specification covers requirements and test methods for fabricated or molded poly(vinyl chloride) (PVC) gasketed

3、sewerfittings to be used with piping manufactured to Specifications D3034, F679, F891 or F1760. Fabricated fittings may bemanufactured from pipe, or from a combination of pipe and injection molded parts, or from injection molded parts.1.2 The requirements of this specification are to provide fabrica

4、ted or molded PVC gasketed fittings suitable for non-pressuredrainage of sewage and surface water, as well as applications involving subsurface drainage.NOTE 1Industrial waste lines should be installed only with the specific approval of the governing code authority when using chemicals not commonlyf

5、ound in drains and sewers or temperatures in excess of 140F (60C), or both.1.3 Fittings produced to this specification are intended to be installed with pipe, in accordance with Practice D2321.1.4 The values stated in inch-pound units are to be regarded as the standard. Within the text, the SI units

6、 are given inparentheses. standard. The values given in parentheses are mathematical conversions to SI units that are provided for informationonly and are not considered standard.1.5 The following precautionary caveat pertains to the test method portion only, Section 10, of this specification.This s

7、tandarddoes not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of thisstandard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1

8、ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology for Abbreviated Terms Relating to PlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)CompoundsD2122 Test Method for Determining Dimensions of Thermo

9、plastic Pipe and FittingsD2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow ApplicationsD2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (FallingWeight)D2564 Specification for Solvent Ce

10、ments for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsD2749 Symbols for Dimensions of Plastic Pipe FittingsD3034 Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and FittingsD3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsD4396 Sp

11、ecification for Rigid Poly(Vinyl Chloride) (PVC) and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds forPlastic Pipe and Fittings Used in Nonpressure ApplicationsF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic PipeF610/F610M

12、 Practice for Evaluating the Quality of Molded Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings by the HeatReversion TechniqueF656 Specification for Primers for Use in Solvent Cement Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and FittingsF679 Specification for Poly(Vinyl Chloride) (PVC) Large

13、-Diameter Plastic Gravity Sewer Pipe and Fittings1 This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved May 1, 2007Nov. 1, 2015. Published May 2007December 2015. Original

14、ly approved in 1991. Last previous edition approved in 20022007 asF1336 02.F1336 07. DOI: 10.1520/F1336-07.10.1520/F1336-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, re

15、fer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all c

16、hanges accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100

17、Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1F891 Specification for Coextruded Poly(Vinyl Chloride) (PVC) Plastic Pipe With a Cellular CoreF913 Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic PipeF1760 Specification for Coextruded Po

18、ly(Vinyl Chloride) (PVC) Non-Pressure Plastic Pipe Having Reprocessed-RecycledContent2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Agencies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage33. Terminology3.1 Definitions are in accordance with Terminology F412 u

19、nless otherwise specified.3.1.1 Abbreviations are in accordance with Terminology D1600, unless otherwise indicated. The abbreviation for poly(vinylchloride) plastic is PVC. The abbreviation for plastic sewer main is PSM.4. Materials and Manufacture4.1 Basic MaterialsThe pipe components for fabricate

20、d fittings shall be made from PVC compounds meeting the cellclassifications indicated under the material section of the pipe standards referenced in 1.1. Molded components or fittings shall bemade from virgin or rework PVC compound having a cell classification of 11432 or 12321 as prescribed in Spec

21、ification 12454or D4396 or 12454 or 13343 as prescribed in Specification D1784. Virgin or rework compounds that have different cellclassifications because one or more properties exceed the minimum requirements of those specified compounds are also acceptable.4.2 Rework MaterialClean rework material

22、generated from the manufacturers own pipe, molded components, or fittingsproduction may be used by the same manufacturer providing the rework material meets the requirements of 4.1 and that the pipe,molded components, or fittings produced meet all the requirements of this specification.5. Miscellane

23、ous Requirements5.1 Gasketed Joining System:5.1.1 The assembled joint shall display no leakage when tested in accordance with the requirements of Specification D3212.5.1.2 The joint assembly shall be in accordance with the fitting manufacturers recommendations. The end of the pipe or fittingspigot s

24、hall not damage or dislodge the gasket during insertion. Lubricant is required on the spigot and sometimes additionally onthe gasket. All surfaces of the joint that make contact with the gasket shall be smooth and free of imperfections, ridges, fractures,or cracks that could adversely affect the sea

25、l.5.1.3 The dimensions of the elastomeric gasket seal joints shall 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 with the manufacturers standard design dim

26、ensions and tolerances.5.2.2 GasketsThe elastomeric seal (gasket) shall comply with the requirements of Specifications F477 or F913 at the time thefittings are manufactured.5.3 LubricantThe lubricant used for field assembly shall be the type recommended by the manufacturer of the gasketed joint.5.4

27、Fabrication Joint MaterialThe fabrication joint material or reinforcing overlays shall be of that type, strength, andproperties suitable for the intended fabrication. It is the decision of the manufacturer as to what material will be used. The PVCprimer shall meet the requirements of Specification F

28、656. The PVC solvent cement shall meet the requirements of SpecificationD2564.5.5 Over-Wrapped FittingsFabricated fittings that have a reinforcing overlay of fiberglass and thermosetting resin shall meetall of the requirements of this specification except for 4.1 and 4.2.5.6 Pipe PerformanceWhen pip

29、e is used to fabricate a fitting, the pipe shall meet the requirements of the relevant ASTMstandards.5.7 WaterwayFabricated fittings shall be constructed so that pipe ends do not project into the waterway of the fitting body.6. Dimensions and Permissible Variations6.1 DiameterThe average outside dia

30、meter of molded fitting spigots or of spigot pipe components for fabricated fittings shallmeet the requirements given in Table 1 when measured in accordance with 10.1.1.6.2 Wall Thickness:3 Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave., Philadelphia, PA 191

31、11-5094, Attn: NPODS.DLA Document ServicesBuilding 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 http:/quicksearch.dla.mil/F1336 1526.2.1 Fabricated FittingsPipe wall thickness shall meet the requirements of the applicable specifications mentioned in thescope of this specification when measured

32、 in accordance with Test Method D2122 and 10.1.2, and shall have a minimum pipestiffness of 46 psi. In the case of fittings fabricated from pipe sections, the thickness of the wall in the bell and the branch areashall be considered satisfactory if it was formed from pipe meeting those requirements.6

33、.2.2 Molded Fittings or Components The wall thickness of the waterway and socket or bell of molded fittings or componentsshall be no less than the respective minimum thickness indicated in Table 1. For reducing fittings or those with smaller inlets, theminimum wall thickness of each inlet shall be n

34、o less than the minimum wall thickness indicated in Table 1 for that nominal pipesize. The thickness shall be determined in accordance with Test Method D2122 and 10.1.2NOTE 2Refer to Fig. 1, Fig. 2, and Appendix X1 for geometric configurations as illustrations of some of the fittings being produced.

35、 Consult theindividual manufacturer for laying lengths.6.3 Socket LengthThe minimum distance from the center of the gasket to the bottom of the socket and the maximum distancefrom the center of the gasket to the outermost edge of fitting socket (see Fig. 3) shall comply with the dimensions given in

36、Table2 when measured in accordance with Test Method D2122 and 10.1.3.6.4 Spigot LengthThe minimum distance from the spigot end to the area where spigot diameter changes due to a socket,branch, or change in angle shall comply with the dimensions given in Table 2 when measured in accordance with 10.1.

37、4.7. Mechanical Properties7.1 Impact StrengthThe impact strength of tees, wyes, couplings, bends, increasers/reducers, and saddles shall be no less thanthe values given in Table 3, when tested in accordance with 10.2.TABLE 1 Dimensions and TolerancesNominalSizein. (mm)Outside Diameter Wall Thickness

38、AAverage Tolerance SDR35 SDR26 DR23.5in. mm in. mm in. mm in. mm in. mm4 (100) 4.215 107.06 0.009 0.23 0.120 3.05 0.162 4.11 0.178 4.525 (125) 5.640 143.26 0.010 0.25 0.161 4.09 0.217 5.51 0.265 6.736 (150) 6.275 159.39 0.011 0.28 0.180 4.57 0.241 6.13 - -8 (200) 8.400 213.36 0.012 0.30 0.240 6.10 0

39、.323 8.20 - -10 (250) 10.500 266.70 0.015 0.38 0.300 7.62 0.404 10.26 - -12 (300) 12.500 317.50 0.018 0.46 0.360 9.14 0.481 12.22 - -15 (375) 15.300 388.62 0.023 0.58 0.437 11.10 0.588 14.94 - -18 (450) 18.700 474.98 0.028 0.71 0.536 13.61 0.719 18.26 - -21 (525) 22.047 559.99 0.033 0.84 0.632 16.05

40、 0.848 21.54 - -24 (600) 24.803 630.00 0.037 0.94 0.711 18.06 0.954 24.23 - -27 (675) 27.953 710.01 0.042 1.07 0.801 20.35 1.075 27.31 - -30 (750) 31.496 800.00 0.047 1.19 - - 0.903 22.94 - -33 (825) 35.433 900.00 0.053 1.35 - - 1.016 25.81 - -36 (900) 39.370 1000.00 0.059 1.50 - - 1.129 28.68 - -42

41、 (1050) 44.500 1130.00 0.060 1.52 - - 1.276 32.41 - -48 (1200) 50.800 1290.00 0.075 1.90 - - 1.456 36.98 - -TABLE 1 Dimensions and TolerancesNominalSizein. (mm)Outside DiameterWall ThicknessA Wall Thickness in accordance withSpecification F679Average Tolerance SDR35 SDR26 DR23.5 PS46 PS115in. mm in.

42、 mm in. mm in. mm in. mm in. mm in. mm4 (100) 4.215 107.06 0.009 0.23 0.120 3.05 0.162 4.11 0.178 4.52 . . . .5 (125) 5.640 143.26 0.010 0.25 0.161 4.09 0.217 5.51 . . . . . .6 (150) 6.275 159.39 0.011 0.28 0.180 4.57 0.241 6.13 0.265 6.73 . . . .8 (200) 8.400 213.36 0.012 0.30 0.240 6.10 0.323 8.20

43、 . . . . . .10 (250) 10.500 266.70 0.015 0.38 0.300 7.62 0.404 10.26 . . . . . .12 (300) 12.500 317.50 0.018 0.46 0.360 9.14 0.481 12.22 . . . . . .15 (375) 15.300 388.62 0.023 0.58 0.437 11.10 0.588 14.94 . . . . . .18 (450) 18.700 474.98 0.028 0.71 0.536 13.61 0.719 18.26 . . 0.499 12.70 0.671 17.

44、0021 (525) 22.047 559.99 0.033 0.84 0.632 16.05 0.848 21.54 . . 0.588 14.90 0.791 20.1024 (600) 24.803 630.00 0.037 0.94 0.711 18.06 0.954 24.23 . . 0.661 15.50 0.889 22.6027 (675) 27.953 710.01 0.042 1.07 0.801 20.35 1.075 27.31 . . 0.745 18.90 1.002 25.5030 (750) 32.000 813.00 0.040 1.02 0.914 23.

45、21 1.231 31.26 . . 0.853 21.70 1.148 29.1036 (900) 38.300 973.00 0.050 1.27 1.094 27.79 1.473 37.42 . . 1.021 25.90 1.373 34.1042 (1050) 44.500 1130.00 0.060 1.52 1.271 32.28 1.740 43.47 . . 1.187 30.10 1.596 40.5048 (1200) 50.800 1290.00 0.075 1.90 1.451 36.86 1.954 49.63 . . 1.355 34.40 1.822 46.3

46、054 (1350) 57.560 1462.00 0.085 2.15 . . . . . . 1.535 39.00 2.064 52.4060 (1500) 61.610 1565.00 0.090 2.30 . . . . . . 1.643 41.70 2.210 56.10A10 % variation resulting from a core shift or other processes is allowable; however, the average of the two opposite wall thickness shall equal or exceed th

47、e value shownin the table.F1336 153FIG. 1 Product Design ExamplesNOTE 1The asterisk (*) in the examples indicates that the regionbeyond the intersection of the branch and the main body is considered atransition area and may vary based on individual manufacturers design.NOTE 2 Dimensions are identifi

48、ed according to Symbols D2749.Consult the manufacturer for their actual values.FIG. 2 Product Design Examples (continued)FIG. 3 Socket/Spigot DescriptionsF1336 154NOTE 3This test in intended only for use as a quality control test; not for use as a simulated service test.7.2 Pipe Stop Load SupportTee

49、, tee-wye, or saddle tee shall support the load indicated in Table 4, when tested in accordanceTABLE 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) 2.25 (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