1、Designation: F480 06b1An American National StandardStandard Specification forThermoplastic Well Casing Pipe and Couplings Made inStandard Dimension Ratios (SDR), SCH 40 and SCH 801This standard is issued under the fixed designation F480; the number immediately following the designation indicates the
2、 year of originaladoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Departme
3、nt of Defense.1NOTEEquations Eq X2.1 and Eq X2.2 were editorially revised in March 2010.1. Scope1.1 This specification covers water well casing pipe andcouplings made from thermoplastic materials in standarddimension ratios (SDR), SCH 40 and SCH 80.1.2 Specifications are provided for the application
4、 of thesematerials to water well and ground water monitoring applica-tions. Flush threaded joint systems are included for screen andcasing used primarily in the construction of ground watermonitoring wells (see Practice D5092).1.3 The values stated in inch-pound units are to be regardedas the standa
5、rd. The values given in parentheses are providedfor information only IEEE/ASTM SI 10).NOTE 1Certain field conditions may require alternative materials toensure safe long-term use. The user should consult federal, state, and localcodes governing the use of thermoplastic materials for well casing ormo
6、nitor pipe.NOTE 2This standard specifies dimensional, performance and testrequirements for plumbing and fluid handling applications, but does notaddress venting of combustion gases.1.4 Although the pipe sizes and SDR values listed in thisspecification are generally available, numerous other plasticp
7、ipes in Schedule 40 and 80 wall, other SDR values andvarious outside diameters have been used for well casing. Suchproducts are often selected because they fulfill certain needsand Annex A1 includes a list of these Plastic Pipe Well CasingSpecials.1.5 The following safety hazards caveat pertains onl
8、y to thetest method portion, Section 6, 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
9、 of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD638 Test Method for Tensile Properties of PlasticsD653 Terminology Relating to Soil, Rock, and ContainedFluidsD1527 Specification for Acrylonitrile-Butadiene-Styren
10、e(ABS) Plastic Pipe, Schedules 40 and 80D1600 Terminology for Abbreviated Terms Relating toPlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD1785 Specification for Poly(Vinyl Chloride) (PVC) PlasticPipe, Schedules 40, 80, a
11、nd 120D1892 Specification for Styrene-Butadiene Molding andExtrusion Materials3D1898 Practice for Sampling of Plastics3D2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2235 Specification for Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fit
12、tingsD2241 Specification for Poly(Vinyl Chloride) (PVC)Pressure-Rated Pipe (SDR Series)D2282 Specification for Acrylonitrile-Butadiene-Styrene(ABS) Plastic Pipe4D2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Deter
13、mination of the Impact Resis-tance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.61 on Water.Current edition approved Aug. 1, 2006.
14、Published August 2006. Originallyapproved in 1976. Last previous edition approved in 2006 as F480 06a. DOI:10.1520/F0480-06B.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,
15、refer to the standards Document Summary page onthe ASTM website.3Withdrawn.4Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.D2564 Specifica
16、tion for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsD3122 Specification for Solvent Cements for Styrene-Rubber (SR) Plastic Pipe and FittingsD3965 Specification for Rigid Acrylo
17、nitrile-Butadiene-Styrene (ABS) Materials for Pipe and FittingsD5092 Practice for Design and Installation of GroundWaterMonitoring WellsF402 Practice for Safe Handling of Solvent Cements, Prim-ers, and Cleaners Used for Joining Thermoplastic Pipe andFittingsF412 Terminology Relating to Plastic Pipin
18、g SystemsIEEE/ASTM SI 10 American National Standard for Use ofthe International System of Units (SI): The Modern MetricSystem2.2 ANSI Standards:B1.5 ACME Screw Threads5B1.8 Stub ACME Screw Threads5B1.9 Buttress Inch Screw Threads52.3 Federal Standard:FED-STD-123 Marking for Shipment (Civil Agencies)
19、62.4 Military Standard:MIL-STD-129 Marking for Shipment and Storage72.5 Other Standards:Screw-Threads Standards for Federal Services 1957, Hand-book H28, Part III7NSF 14 Plastic Piping System Components and RelatedMaterialsNSF 61 Drinking Water System Components83. Terminology3.1 Definitions are in
20、accordance with Terminology F412and abbreviations are in accordance with Terminology D1600,unless otherwise specified. The abbreviation for acrylonitrile-butadiene-styrene plastic is ABS. The abbreviation for poly-(vinyl chloride) is PVC. The abbreviation for styrene-rubber isSR.3.2 Ground water inv
21、estigation terms are in accordance withTerminology D653.4. Classification4.1 Well casing is produced in either plain end, belled end,or threaded, and is used for water wells, ground watermonitoring, leak detection, recovery systems, dewatering sys-tems, and waste disposal.5. Materials and Manufactur
22、e5.1 SpecificationThe material described shall meet orexceed the requirements of (1) Specification D3965 for ABSwith a cell classification of 44322 or 33333, (2) SpecificationD1784 for PVC with a cell classification of 12454 or 14333, or(3) Specification D1892 for SR with a cell classification of443
23、4A.The material so described shall be approved for potablewater.NOTE 3Caution should be exercised to control heat of hydrationduring grouting as thermoplastic materials are heat sensitive.Acceleratorstend to increase the heat of hydration and are not recommended.5.2 Acrylonitrile-butadiene-styrene (
24、ABS) well casing pipeand couplings plastic shall be virgin plastic produced by theoriginal compounder (see Specification D1527). The minimumbutadiene content is 6 %; the minimum acrylonitrile content is15 %; the minimum styrene or substituted styrene content, orboth, is 15 %; and the maximum content
25、 of other monomers is5 % and lubricants, stabilizers, and colorants.5.3 Poly(vinyl chloride) (PVC) well casing pipe and cou-plings plastic shall be made of virgin plastic produced by theoriginal compounder. It shall contain poly(vinyl chloride)homopolymer, and such additivesstabilizers, lubricants,
26、pro-cessing aids, impact improvers, and colorantsas needed toprovide the required processing and toughness characteristics(see Test Method D638).5.4 The SR plastics compound shall contain at least 50 %styrene plastics, combined with rubbers to a minimum rubbercontent of 5 %, and compounding material
27、s such as antioxi-dants and lubricants, and may contain up to 15 % acrylonitrilecombined in the styrene plastics or rubbers, or both. Therubbers shall be of the poly-butadiene or butadiene-styrenetype, or both, with a maximum styrene content of 25 % ornitrile type, or both. The combined styrene plas
28、tics and rubbercontent shall be not less than 90 %.5.5 Rework MaterialClean rework material generatedfrom the manufacturers own well casing pipe and couplingsproduction may be used by the same manufacturer, providedthe well casing pipe and couplings produced meet all therequirements of this specific
29、ation.5.6 Solvent Cement:5.6.1 SpecificationThe solvent cement shall meet therequirements of Specification D2235 for ABS, SpecificationD2564 for PVC, or Specification D3122 for SR (see Supple-mentary Requirements S3).6. Requirements6.1 WorkmanshipThe pipe shall be homogeneousthroughout and essential
30、ly uniform in color, opacity, density,and other properties. The inside and outside surfaces shall besemi-matte or glossy in appearance (depending on the type ofplastic) and free of chalking, sticky, or tacky material. Thesurfaces shall be free of excessive bloom, that is, slight bloomis acceptable.
31、The pipe walls shall be free of cracks, holes,blisters, voids, foreign inclusion, or other defects that arevisible to the naked eye and that may affect the wall integrity.Machined slots or holes deliberately placed in pipe are accept-able. Bloom or chalking may develop in pipe exposed to directrays
32、of the sun (ultraviolet radiant energy) for extendedperiods, and consequently these requirements do not apply topipe after extended exposure to direct rays of the sun.5Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036. Sponsored the American So
33、ciety of MechanicalEngineers (ASME),ASME International Headquarters, Three ParkAve., New York,NY 10016-5990.6Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094.7Available from the Superintendent of Documents, Washington, DC.8NSF Inter
34、national, PO Box 130140, Ann Arbor, MI 481130140.F480 06b126.1.1 Ground Water InvestigationsPipe manufactured intoproducts used in ground water investigations should havesurfaces that are visually free of oils, grease, dust, and marksimparted as a result of the manufacturing process.6.2 Well Casing
35、Pipe:6.2.1 DimensionsThe outside diameter and wall thicknessof the well casing pipe shall meet the requirements given inTable 1 or Table 2 when measured in accordance with TestMethod D2122. (See Specification D2282.)6.2.2 Wall Thickness EccentricityThe wall thickness ec-centricity of the pipe shall
36、be within 12 %.6.2.3 LengthThe well casing pipe shall be in either 10- or20-ft (3.05- or 6.10-m) lengths, unless otherwise specified. Theallowable tolerance on length shall be +12 , 0 in. (+13, 0mm) when measured in accordance with Test Method D2122.6.2.4 Flush Joint Threaded LengthIf specified by t
37、hemanufacturer or purchaser, the assembled length of flushthreaded casing or screen shall be a nominal length such as 5,10, or 20 ft. Any given laying length the purchaser specifieswill constitute an assembled length. The allowable toleranceshall be +12 ,18 in. (+13, 3 mm) on the components of theas
38、sembled laying length. The overall length of all flushthreaded screen and casing shall be the nominal or specifiedlaying length plus the length of the exposed male thread (pin).NOTE 4The purchaser should specify whether the length is to be thelaying length or the overall length. The term “laying len
39、gth” refers to theoverall length less the length required to complete the assembly.6.3 Well Casing Pipe Couplings:6.3.1 Socket DimensionsThe socket dimensions of cou-plings shall conform to the requirements given in Table 3 andTable 4 when measured in accordance with Test MethodD2122.6.3.2 Bell Sock
40、et DimensionsThe socket dimensions ofwell casing pipe bell couplings shall be as shown in Table 5when measured in accordance with Test Method D2122.6.3.3 Bell Socket Wall ThicknessThe wall thickness of anintegral bell shall be considered satisfactory if formed frompipe that meets the requirements of
41、 this specification.6.3.4 Laying Length DimensionsThe laying length di-mensions of well casing pipe couplings shall conform to therequirements given in Table 3, Table 4, and Table 5 whenmeasured in accordance with Test Method D2122.6.3.5 Socket Concentricity or Alignment The maximummisalignment of a
42、xis of couplings with the pipe measured inthe plane of the coupling face shall not exceed34 in./20 ft (3mm/1 m) of projected axis when measured in accordance with7.4.6.4 Pipe Stiffness and Flattening:6.4.1 Well Casing PipeThe well casing pipe shall have apipe stiffness at 5 % deflection equal to tha
43、t shown in Table 6and Table 7 and shall deflect 60 % of the original diameter(flattening) without cracking, rupture, or other visible evidenceof failure when tested in accordance with Test Method D2412.Three specimens shall be tested and all shall pass.NOTE 5This test is intended for use as a qualit
44、y control test, not as asimulated service test.6.4.2 Couplings and Bells shall meet all the designateddimensional requirements of Table 3, Table 4,orTable 5.Molded couplings shall have a pipe stiffness at 5 % deflectionequal to that shown in Table 6 and Table 7 and shall deflect15 % without cracking
45、, rupture, or other visible evidence offailure when tested in accordance with Test Method D2412.Three specimens shall be tested and all shall pass.6.5 Impact Resistance ClassificationThe impact resis-tance classification (IC) value for well casing pipe shall beselected from Table 8 by the manufactur
46、er based on themeasured average impact values determined in accordancewith 7.5.6.6 Tup Puncture ResistanceThe well casing pipe andwell casing couplings shall deflect 30 % (puncture resistance)without cracking, rupture, or other visible evidence of failurewhen tested in accordance with 7.6 (Note 7).
47、Three specimensshall be tested and all shall pass.6.7 ThreadsWell casing, screens, and couplings havingthreads shall have either American Standard ACME 2G screwthreads, American Standard Stub ACME 2G screw threads, orButtress screw threads, Class 2, or square form flush jointthreads, in accordance w
48、ith ANSI B1.5 for ACME 2G screwthreads, ANSI B1.8 for Stub ACME 2G screw threads, andANSI B1.9 for Buttress screw threads. Examples of acceptablesquare form flush joint thread patterns for monitoring wellconstruction are included in the annex.6.7.1 All ACME, Stub ACME, and Buttress screw threadsshal
49、l be gaged in accordance with 7.7.6.7.2 Machining flush joint square threads directly into thewall of the pipe may cause difficulty in measuring the threaddimensions when the pipe is removed from the threadingdevice. The inherent out-of-round condition of the pipe willcause the thread dimensions to conform to the irregularities ofthe pipe. Measurements must be taken at many points andaveraged. Alternatively gages of metal or other rigid materialmay be used when gage dimensions or methods are available.6.7.3 Thread Out-of-RoundnessOut of roundn
