ASTM F1732-2012 Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material 《聚氯乙烯(PVC)污水管和排水管包括回收PVC材料的标准规格》.pdf

《ASTM F1732-2012 Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material 《聚氯乙烯(PVC)污水管和排水管包括回收PVC材料的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1732-2012 Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material 《聚氯乙烯(PVC)污水管和排水管包括回收PVC材料的标准规格》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1732 12An American National StandardStandard Specification forPoly(Vinyl Chloride) (PVC) Sewer and Drain Pipe ContainingRecycled PVC Material1This standard is issued under the fixed designation F1732; the number immediately following the designation indicates the year oforiginal adopti

2、on 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. Scope*1.1 This specification covers pipe made from PVC com-pound that includes recy

3、cled PVC material. This specificationcovers requirements and test methods for materials, dimen-sions, workmanship, chemical resistance, and joint tightness ofpoly(vinyl chloride) (PVC) sewer and drain pipe. Four-inchperforated pipe is also covered; the joint tightness test is notapplicable for this

4、product. A form of marking to indicatecompliance with this specification is also included.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered stan

5、dard.1.3 The text of this standard references notes and footnoteswhich provide explanatory material. These notes, footnotes,and theAppendices (excluding those in tables and figures) shallnot be considered as requirements of this standard.1.4 The following precautionary caveat pertains only to thetes

6、t methods portion, Section 7, 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 to establish appropriate safety and healthpractices and determine the applicability of regula

7、tory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology for Abbreviated Terms Relating toPlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) Compoun

8、dsD2122 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 byAcetone ImmersionD2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity

9、-Flow Applica-tionsD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resis-tance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D2564 Specification for Solvent Cements

10、 for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2729 Specification for Poly(Vinyl Chloride) (PVC) SewerPipe and FittingsD3034 Specification for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsF412 Terminology Relating to Plastic Piping Systems2.2 Federal Standard:Fed. Std. No. 123 Ma

11、rking for Shipment (Civil Agencies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage33. Terminology3.1 DefinitionsDefinitions used are in accordance withTerminology F412, and abbreviations are in accordance withTerminology D1600, unless otherwise specified. The abbrevia-tion for po

12、ly(vinyl chloride) is PVC.3.2 Definitions of Terms Specific to This Standard:3.2.1 external recycled materialclean rework materialgenerated by a manufacturer, processor, or fabricator in afacility outside the plant where this pipe (PS 1) is made.3.2.2 internal recycled materialclean rework materialg

13、enerated from the manufacturers own pipe or fitting produc-tion.3.2.3 post-consumer recycled materialthose plastics com-posed of post-consumer material or recovered material only, orboth, that may or may not have been subjected to additional1This specification is under the jurisdiction of ASTM Commi

14、ttee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Feb. 1, 2012. Published March 2012. Originallyapproved as PS 1 in 1994. Last previous edition approved in 1996 asF173296(2005). DOI: 10.1520/F1732-12.2For referenced ASTM stand

15、ards, 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.3Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Ro

16、bbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.processing steps of the types used to make products

17、such asrecycled-regrind, or reprocessed or reconstituted plastics.These materials must be clean and graded as to material cellclass.3.2.4 recycled materialsgeneral term that encompasses allthree subgroupsexternal recycled material, internal recycledmaterial, and post-consumer recycled material.NOTE

18、1The terms in 3.2.1 and 3.2.3 come from ISOTC 138 SC1. Useof recycled materials will reduce the amount of landfill space needed.4. Significance and Use4.1 The requirements of this specification are intended toprovide pipe suitable for non-pressure drainage of sewage,surface water, and certain other

19、liquid wastes in applicationsoutside the building limits where toughness, resistance todeterioration from action of water and chemicals, dimensionalstability, resistance to aging and, except for the perforated pipe,where strong tight joints are required. The PVC plastic sewerand drain pipe described

20、 in this specification are not intendedfor use as public or municipal collector sewers, or theirextended branches, but they are intended for the following:4.1.1 Building sewers and underground drains,4.1.2 Storm drainage,4.1.3 House connections to septic tanks,4.1.4 Leaching system piping for septic

21、 tank effluents,4.1.5 Footing drains (foundation drains),4.1.6 Industrial waste disposal,4.1.7 Land drainage.5. Materials5.1 GeneralThe pipe shall be made from a PVC com-pound having a minimum tensile strength of 4000 psi (27.6MPa) and a minimum cell class of 12154-C in accordance withSpecification

22、D1784. This PVC compound shall contain aminimum of 5 % of recycled PVC material. Compounds thathave different cell classification because one or more propertiesare superior to those of the specified compounds are alsoacceptable, as long as the pipe meets all the requirements ofthis specification.6.

23、Requirements6.1 WorkmanshipThe pipe and fittings shall be homoge-neous throughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The pipe shall be asuniform as commercially practical in color, opacity, density,and other physical properties.6.2 FlatteningThere sha

24、ll be no evidence of splitting,cracking, or breaking when the pipe is tested in accordancewith 7.4.6.3 Extrusion QualityThe pipe shall not flake or disinte-grate when tested in accordance with Test Method D2152.NOTE 2This test is intended only for use as a quality control test, notfor use as a simul

25、ated service test.6.4 Impact ResistanceThe impact resistance of pipe shallbe determined in accordance with Test Method D2444, using a20-lb (10-kg) TupAand Holder B (flat plate), and shall complywith the requirements given in Table 1 (Note 2). For perforatedpipe, samples are to be cut and tested at r

26、andom without regardto hole location, except that the point of impact shall notcoincide with a perforation.6.5 Dimensions:6.5.1 Pipe dimensions shall comply with Table 2, Table 3,and Table 4, as applicable, when measured in accordance withTest Method D2122.6.5.2 Pipe shall be supplied in 10 ft 614-i

27、n. laying lengthsunless otherwise specified.6.5.3 For belled pipe, the thickness of the belled sectionshall be considered satisfactory if the bell was formed frompipe meeting the requirements of Table 3.6.6 Pipe StiffnessThe pipe stiffness at 5 % deflection(F/Dy) shall not be less than the values gi

28、ven in Table 5 whentested in accordance with Test Method D2412.NOTE 3The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation withrespect to in-use deflection. The engineer is responsible for establishingthe acceptable limit.NOTE 4

29、The strength and load-carrying capabilities of plastic drainand sewer pipe are measured and reported as Pipe Stiffness which isdetermined in accordance with Test Method D2412. The term “crushstrength” is not applicable to plastic pipe because (a) the values obtainedcan be significantly different, de

30、pending on the bedding, loading, ortesting technique used; and (b) the term derives from rigid pipe and refersto its ultimate strength at rupture.6.7 Solvent CementThe cement shall comply with Speci-fication D2564.6.8 Joint TightnessJoints made with pipe and fittings orwith belled-end pipe shall sho

31、w no signs of leakage whentested in accordance with 7.5.6.9 PerforationsUnless otherwise specified, the perfo-rated pipe shall have two rows of holes 13 mm (12 in.) indiameter on 125-mm (5-in.) centers, with allowable tolerancesof 61mm(116 in.) on the diameter and + 6, 0 mmTABLE 1 Impact Strength Re

32、quirements for PVC Sewer andDrain Pipe at 23C (73F)Nominal PipeSize, in.Drop Heightft (20-lb Tup A) (mm) (10-kg Tup A)2 1.75 (485)3 2.00 (555)4 2.25 (625)5 3.00 (830)6 3.50 (970)TABLE 2 Diameters and Tolerances for PVC Sewer and DrainPipeNominalPipe Size, in.Average OutsideDiameter, in.(mm)Average I

33、nsideDiameter, min, in. (mm)2 2.250 6 0.006 2.000(57.15 6 0.15) (50.80)3 3.250 6 0.008 2.875(82.55 6 0.20) (73.02)4A4.215 6 0.009 3.875(107.06 6 0.22) (98.42)5 5.300 6 0.010 4.875(134.62 6 0.25) (123.82)6 6.275 6 0.011 5.875(159.39 6 0.28) (149.22)AStandard and perforated pipe.F1732 122(+14 , 0 in.)

34、 on the spacing, and the rows shall be parallel tothe axis of the pipe and 120 6 5 apart when measured inaccordance with 7.5.7. Test Methods7.1 ConditioningCondition the specimens prior to test at23 6 2C (73.4 6 3.6F) and 50 6 10 % relative humidity fornot less than 40 h in accordance with Procedure

35、 A of PracticeD618 for those tests where conditioning is required.7.2 Test ConditionsConduct the tests in the standardlaboratory atmosphere of 23 6 2C and 50 6 10 % relativehumidity, unless otherwise specified.7.3 MaterialsDetermine the physical and chemical prop-erties of PVC compounds used in the

36、manufacture of pipe andfittings meeting this specification in accordance with the testmethods specified in Specifications D1784.7.4 FlatteningFlatten three specimens of pipe, 51-mm(2-in.) long, between parallel plates in a suitable press until thedistance between the plates is 40 % of the outside di

37、ameter ofthe pipe. The rate of loading shall be uniform and such that thecompression is completed within 2 to 5 min. On removal of theload, examine the specimens for evidence of splitting, crack-ing, or breaking.7.5 Joint TightnessJoin two pieces of pipe in accordancewith the manufacturers instructi

38、ons and with solvent cementin accordance with 6.7. Allow the joined unit to stand for 24 hat room temperature. Subject the unit to an internal waterpressure of 170 kPa (25 psi) at room temperature for 24 h. Thejoints shall not leak.7.6 PerforationFor the perforated pipe the hole diameterand the dist

39、ance between hole centers shall be measured witha steel rule with at least 1-mm (116-in.) graduations. The anglebetween the two rows of holes shall be measured with an indexhead capable of measuring accurately to within 1.8. Retest and Rejection8.1 If the results of any test(s) do not meet the requi

40、rementsof this specification, the test(s) shall be conducted again onlyby agreement between the purchaser and the seller. Under suchagreement minimum requirements shall not be lowered, nortests omitted, substituted, changed, or modified, nor shallspecification limits be changed. If, upon retest, fai

41、lure occurs,the quantity of product represented by the test(s) does not meetthe requirements of this specification.9. Certification9.1 When specified in the purchase order or contract, amanufacturers certification shall be furnished to the purchaserthat the material was manufactured, sampled, tested

42、, andinspected in accordance with this specification, and has beenfound to meet the requirements. When specified in the pur-chase order or contract, a report of the test results shall befurnished. Each certification so furnished shall be signed by anauthorized agent of the manufacturer.10. Marking a

43、nd Labeling10.1 Pipe in compliance with this specification shall beclearly marked as follows at intervals of 1.5 m (5 ft) or less:10.1.1 Manufacturers name or trademark and code,10.1.2 Nominal pipe size,10.1.3 Sewer and DrainThe marking “Recycled PVC,”and10.1.4 This designation, ASTM F1732.11. Quali

44、ty Assurance11.1 When the product is marked with this designation;F1732 the manufacturer affirms that the product was manufac-tured, inspected, sampled, and tested in accordance with thisspecification and has been found to meet the requirements ofthis specification.12. Installation Procedures12.1 In

45、 order to function properly, pipe and fittingsproducedto this specification should be installed in accordance withPractice D2321 or the Plumbing Code requirements.12.2 For installation of perforated pipe, in order to provideadequate drainage of ground waters into the pipe and to sustainproper side s

46、upport, only Class I material shall be used asrecommended.12.3 Fittings conforming to Specification D2729 or D3034shall be used with this pipe.13. Keywords13.1 drain pipe; PVC; recycled PVC; sewer pipeTABLE 3 Minimum Well Thicknesses for PVC Sewer and DrainPipeNominal Pipe Size, in. Minimum Wall Thi

47、ckness, in. (mm)2 0.070 (1.78)3 0.070 (1.78)4 0.075 (1.90)5 0.090 (2.27)6 0.100 (2.54)F1732 123SUPPLEMENTARY REQUIREMENTSGOVERNMENT/MILITARY PROCUREMENTThese requirements apply only to federal/military procurement, not domestic sales or transfersS1. Responsibility for InspectionUnless otherwise spec

48、i-fied in the contract or purchase order, the producer is respon-sible for the performance of all inspection and test require-ments specified herein. The producer may use his own or anyother suitable facilities for the performance of the inspectionand test requirements specified herein, unless the p

49、urchaserdisapproves. The purchaser shall have the right to perform anyof the inspections and tests set forth in this specification wheresuch inspections are deemed necessary to ensure that materialconforms to prescribed requirements.NOTE S1.1In U.S. federal contracts, the contractor is responsible forinspection.S2. Packaging and Marking for U.S. Government Procure-ment:TABLE 4 Socket Dimensions and Tolerances for PVC Sewer Pipe BellsNominalSize, in.A Average Entrance Diameter,in. (mm)B Average Bottom Diameter,in. (mm)C Minimum Socket