ASTM D2852-2016 Standard Specification for Styrene-Rubber (SR) Plastic Drain Pipe and Fittings《苯乙烯橡胶 (SR) 塑料排水管及配件的标准规格》.pdf

1、Designation: D2852 95 (Reapproved 2008)D2852 16Standard Specification forStyrene-Rubber (SR) Plastic Drain Pipe and Fittings1This standard is issued under the fixed designation D2852; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision,

2、 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.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope Scope*1.1 This specifi

3、cation covers requirements and test methods for materials, dimensions, workmanship, impact resistance,load-deflection properties, dimensional stability, and joint tightness of plain-end or bell-end styrene-rubber (SR) plastic drain pipeand fittings in sizes 2 through 6 in.1.2 The values stated in in

4、ch-pound units are to be regarded as the standard. The values given in parentheses are for informationonly.mathematical conversions to SI units that are provided for information only and are not considered standard.1.3 The following safety hazards caveat pertains only to the test methods portion, Se

5、ction 8, of this specification: This standarddoes 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 pr

6、ior to use.2. Referenced Documents2.1 ASTM Standards:2D256 Test Methods for Determining the Izod Pendulum Impact Resistance of PlasticsD618 Practice for Conditioning Plastics for TestingD638 Test Method for Tensile Properties of PlasticsD648 Test Method for Deflection Temperature of Plastics Under F

7、lexural Load in the Edgewise Position (Withdrawn 2016)3D1600 Terminology for Abbreviated Terms Relating to PlasticsD2122 Test Method for Determining Dimensions of Thermoplastic Pipe and FittingsD2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applic

8、ationsD2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (FallingWeight)D3122 Specification for Solvent Cements for Styrene-

9、Rubber (SR) Plastic Pipe and FittingsF412 Terminology Relating to Plastic Piping Systems2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Agencies)42.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage43. Terminology3.1 DefinitionsDefinitions are in accordance with Term

10、inology F412, and abbreviations are in accordance with TerminologyD1600, unless otherwise specified. The abbreviation for styrene-rubber plastics is SR.3.1 DefintionsDefinitions are in accordance with Terminology F412, and abbreviations are in accordance with TerminologyD1600, unless otherwise speci

11、fied. The abbreviation for styrene-rubber plastics is SR.1 This specification is under the jurisdiction ofASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land Drainage.Current edition approved March 1, 2008Feb. 1, 2016. Published May 2008March

12、2016. Originally approved in 1969. Last previous edition approved in 20022008 asD2852 95(2002).(2008). DOI: 10.1520/D2852-95R08.10.1520/D2852-16.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsv

13、olume information, refer to the standards Document Summary page on the ASTM website.3 The last approved version of this historical standard is referenced on www.astm.org.4 Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 RobbinsAve., Philadelphia, PA19111-5098, ht

14、tp:/www.dodssp.daps.mil.DLADocument Services Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 http:/quicksearch.dla.mil/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.

15、Becauseit may not be technically possible to adequately depict all changes 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 a

16、ppears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14. Significance and Use4.1 The requirements for this specification are intended to provide pipe and fittings suitable for nonpressure undergrounddrainag

17、e of sewage and certain other liquid wastes, in applications outside the building limits, where dimensional stability,resistance to aging, and strong eight joints are required. The plastic drain pipe and fittings described in this specification areintended for use in the following applications:4.1.1

18、 House connections to septic tanks.4.1.2 Footing drains (foundation drains).4.1.3 Storm drainage.4.2 The pipe should be installed in accordance with Practice D2321.5. Materials and Manufacture5.1 MaterialsThe pipe and fittings shall be made of styrene-rubber (SR) plastics meeting the following requi

19、rements:5.1.1 The SR plastics compound shall contain at least 50 % styrene plastics, combined with rubbers to a minimum rubbercontent of 5 %, and compounding materials such as antioxidants and lubricants, and may contain up to 15 % acrylonitrile combinedin the styrene plastics or rubbers, or both. T

20、he rubbers shall be of the polybutadiene or butadiene-styrene type, or both, with amaximum styrene content of 25 % or nitrile type. The combined styrene plastics and rubber content shall be not less than 90 %.No fillers may be used.5.1.2 The SR plastic compound shall meet the following minimum requi

21、rements when tested in accordance with Section 8:Tensile strength at rupture, 3800 psi (26.2 MPa)Elongation at rupture, %, 15Modulus of elasticity in tension, 300 000 psi (2068 MPa)Izod impact strength, notched 0.8 ftlbf/in. (42.5 J/m)Deflection temperature at 264 psi (1.82MPa), F (C)149 (65)5.1.3 R

22、ework MaterialClean rework material, generated from the manufacturers own pipe or fittings production, may be usedby the same manufacturer, provided that the pipe and fittings produced meet all of the requirements of this specification.6. Workmanship, Finish, and Appearance6.1 WorkmanshipThe pipe sh

23、all be homogeneous throughout and essentially uniform in color, opacity, density, and otherproperties. The inside and outside surfaces shall be semimatte or glossy in appearance and free of chalking, sticky, or tackymaterial. The pipe walls shall be free of cracks, holes, blisters, voids, foreign in

24、clusion, or other defects that are visible to the nakedeye and that may affect the wall integrity. Holes deliberately placed in perforated pipe are acceptable. The surfaces shall be freeof excessive bloom. Bloom or chalking may develop in pipe exposed to direct rays of the sun (ultraviolet radiant e

25、nergy) forextended periods and consequently these requirements do not apply to pipe after extended exposure to direct rays of the sun.6.2 Pipe Dimensions:6.2.1 Pipe DiametersThe outside and inside diameters of the pipe shall be within the tolerances given in Table 1 when testedin accordance with 8.6

26、1.6.2.2 Wall ThicknessPipe wall thickness shall meet the requirements of Table 1 when measured in accordance with 8.6.2.6.2.3 Laying LengthThe laying length shall be 10 ft with a tolerance of 0 +12 in., unless otherwise specified. The layinglength shall be determined in accordance with 8.6.3.6.3 Fi

27、tting and Bell-End Dimensions:6.3.1 Socket DiametersThe inside diameters of the sockets shall comply with the dimensions in Table 2 when determined inaccordance with 8.7.1.6.3.2 Wall Thickness:6.3.2.1 For belled pipe and fittings fabricated from pipe sections, the thickness of the belled section sha

28、ll be consideredsatisfactory if the bell was formed from pipe meeting the requirements of Table 1.TABLE 1 Dimensions and Tolerances for SR Plastic Drain Pipe, in. (mm)Nominal Size Average Outside DiameterPermissible Deviations ofthe Diameter from Mea-sured Average (Out-of-roundness)Minimum AverageIn

29、side DiameterMinimum WallThickness2 2.250 0.006 (57.2 0.15) 0.030 (0.76) 2.000 (50.8) 0.073 (1.85)3 3.250 0.008 (82.6 0.20) 0.040 (1.02) 2.875 (73.0) 0.100 (2.54)4 4.215 0.009 (104.8 0.23) 0.050 (1.27) 3.875 (98.4) 0.125 (3.18)5 5.300 0.010 (134.6 0.25) 0.060 (1.52) 4.875 (123.8) 0.150 (3.81)6 6.275

30、 0.011 (159.4 0.28) 0.070 (1.78) 5.875 (149.2) 0.180 (4.57)D2852 1626.3.2.2 For molded fittings, the wall thickness of the waterway and socket or bell shall be no less than the respective minimumthickness listed for the equivalent pipe wall in Table 2. For reducing fittings or those with smaller inl

31、ets, the minimum wallthickness of each inlet shall be no less than the minimum wall thickness for that size pipe.6.3.3 Socket DepthThe socket depth shall be not less than that shown in Table 2 when measured in accordance with 8.7.3.TABLE 2 Fitting Dimensions and Tolerances, in. (mm)NominalSizeA B C,

32、 min D, min E and F,minA2 2.264 0.006 (57.5 0.15) 2.245 0.006 (57.0 0.15) 34 (19.1) 2 (50.8) 0.073 (1.85)3 3.271 0.008 (83.1 0.20) 3.245 0.008 (82.4 0.20) 112 (38.1) 278 (73.0) 0.100 (2.54)4 4.235 0.009 (107.6 0.23) 4.210 0.009 (106.9 0.23) 134 (44.5) 378 (98.4) 0.125 (3.18)5 5.330 0.010 (135.4 0.25

33、) 5.295 0.010 (134.5 0.25) 2 (50.8) 478 (123.8) 0.150 (3.81)6 6.305 0.011 (160.1 0.28) 6.270 0.011 (159.3 0.28) 212 (63.5) 578 (149.2) 0.180 (4.57)AFitting Wall ThicknessThe wall thickness is a minimum value except that a 10 % variation resulting from core shift is allowable. In such a case, the ave

34、rage of twoopposite wall thicknesses shall equal or exceed the value shown in the table.TABLE 3 Fitting Minimum Laying Length Dimensions, in. (mm)Size G1 G2 G3 G4 G5 H J N2 1532 (29.4) 134 (31.8) 1516 (23.8) 234 (57.2) 12 (12.7) 378 (98.4) 916 (14.3) 332 (2.4)3 12132 (42.1) 278 (73.0) 138 (34.9) 314

35、 (82.6) 916 (14.3) 6 (152.4) 1116 (17.5) 18 (3.2)4 2532 (54.8) 31116 (93.7) 134 (93.7) 5 (127.0) 1516 (23.8) 7716 (188.9) 78 (22.2) 18 (3.2)5 21116 (68.3) 18 (3.2)6 3316 (81.0) 778 (200.0) 1516 (33.3) 138 (34.9) 18 (3.2)D2852 1636.3.4 Laying LengthThe laying length shall meet the requirements shown

36、in Table 3. All dimensions are minimum with anegative tolerance of zero.6.4 Impact StrengthThe impact strength of the pipe and fittings shall not be less than the values given in Table 4 when testedin accordance with 8.9.NOTE 1This test is intended only as a quality control test, not as a simulated

37、service test.6.5 Pipe StiffnessThe pipe stiffness at 5 % deflection shall be not less than the values given in Table 5 when tested inaccordance with 8.10. This requirement does not apply to fittings.NOTE 2The 5 % deflection criterion, which was arbitrarily selected for testing convenience, should no

38、t be considered as a limitation with respect toin-use deflection. The engineer is responsible for establishing the acceptable deflection limit.NOTE 3The strength and load-carrying capabilities of plastic drain and sewer pipe are measured and reported as Pipe Stiffness, which is determinedin accordan

39、ce with Test Method D2412. The term “crush strength” is not applicable to plastic piping because (a) the values obtained can be significantlydifferent, depending on the bedding, loading, or testing technique used; and (b) the term derives from rigid pipe and refers to its ultimate strength atrupture

40、6.6 FlatteningThe pipe shall show no evidence of splitting, cracking, or breaking at 20 % deflection when tested inaccordance with 8.8.6.7 Dimensional StabilityThe average decrease in inside diameter of pipe and fittings shall not exceed 10 % when tested inaccordance with 8.11.6.8 Solvent CementSol

41、vent cements shall meet the requirements of Specification D3122.6.9 Joint TightnessJoints made with pipe and fittings shall not leak when tested in accordance with 8.12.7. Retest and Rejection7.1 If the results of any test(s) do not meet the requirements of this specification, the test(s) may be con

42、ducted again inaccordance with an agreement between the purchaser and the seller. There shall be no agreement to lower the minimumrequirement of the specification by such means as omitting tests that are a part of the specification, substituting or modifying a testmethod, or by changing the specific

43、ation limits. In retesting, the product requirements of this specification shall be met and thetest methods designated in the specification shall be followed. If, upon retest, failure occurs, the quantity of product representedby the test(s) does not meet the requirements of this specification.8. Te

44、st Methods8.1 ConditioningCondition the specimens prior to test at 73.4 6 3.6F (23 6 2C) and 50 6 5 %10 % relative humidity fornot less than 40 h in accordance with Procedure A of Practice D618, for those tests where conditioning is required and in all casesof disagreement.8.2 Test ConditionsConduct

45、 tests in the standard laboratory atmosphere of 73.4 6 3.6F (23 6 2C) and 50 6 5 % relativehumidity, unless otherwise specified.8.3 Deflection TemperatureDetermine the deflection temperature in accordance with Test Method D648. Injection mold two14 by 12 by 5-in. (6.4 by 12.7 by 127-mm) test specime

46、ns under conditions specified by the manufacturer. The test shall be madeonly at a stress of 264 psi (1.82 MPa). An inert immersion medium shall be used. The heating rate shall be 2 6 0.2C/min.8.4 Material Impact ResistanceDetermine the Izod impact resistance in accordance with Method A of Test Meth

47、ods D256.Injection mold ten 18 by 12 by 212-in. test specimens under conditions specified by the manufacturer. The notch shall be producedby a machining operation using a single-tooth milling cutter.8.5 Tensile PropertiesDetermine the tensile strength, elongation at rupture, and modulus of elasticit

48、y in accordance with TestMethod D638. Injection mold five Type I test specimens approximately 18 in. (3.2 mm) thick under conditions specified by themanufacturer. The speed of testing shall be 0.20 to 0.25 in. (5 to 6 mm)/min.8.6 Pipe Dimensions:8.6.1 Pipe Diameters:TABLE 4 Minimum Impact Strength R

49、equirements of Pipe andFittings at 73F (23C)Nominal Size, in. Minimum Impactftlbf mkg2 10 1.43 10 1.44 15 2.15 15 2.16 15 2.1D2852 1648.6.1.1 Measure the average outside diameter of the pipe in accordance with Test Method D2122. Use either a tapered-sleevegage or a vernier circumferential wrap tape accurate to 60.001 in. (60.02 mm).8.6.1.2 Measure the average inside diameter of the pipe in accordance with