ASTM F480-2014 Standard Specification for Thermoplastic Well Casing Pipe and Couplings Made in Standard Dimension Ratios &40 SDR&41 SCH 40 and SCH 80《安装标准尺寸比例 (SDR) SCH 40和SCH 80制作.pdf

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ASTM F480-2014 Standard Specification for Thermoplastic Well Casing Pipe and Couplings Made in Standard Dimension Ratios &40 SDR&41 SCH 40 and SCH 80《安装标准尺寸比例 (SDR) SCH 40和SCH 80制作.pdf_第1页
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1、Designation: F480 14 An 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 U.S. Depa

3、rtment of Defense.1. Scope*1.1 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 of thesematerials to water well and ground water monitoring applica-

4、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 standard. The values given in parentheses are mathematicalconversions to SI uni

5、ts that are provided for information onlyand are not considered standard. (See 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 c

6、asing ormonitor 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 othe

7、r plasticpipes 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 pe

8、rtains only 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 appl

9、icability 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-Butadie

10、ne-Styrene(ABS) Plastic Pipe, Schedules 40 and 80 (Withdrawn2013)3D1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD1785 Specification for Poly(Vinyl Chloride) (PVC) Plast

11、icPipe, Schedules 40, 80, and 120D1892 Specification for Styrene-Butadiene Molding andExtrusion Materials (Withdrawn 1987)3D1898 Practice for Sampling of Plastics (Withdrawn 1998)3D2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2235 Specification for Solvent Cement f

12、or Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and FittingsD2241 Specification for Poly(Vinyl Chloride) (PVC)Pressure-Rated Pipe (SDR Series)D2282 Specification for Acrylonitrile-Butadiene-Styrene(ABS) Plastic Pipe (Withdrawn 2006)3D2412 Test Method for Determination of External LoadingCharac

13、teristics 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 for Poly(VinylChloride) (PVC) Plastic Piping SystemsD2855 Practice for Making S

14、olvent-Cemented Joints with1This 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 March 1, 2014. Published March 2014. Originallyapproved in 1976. Last previous edition app

15、roved in 2012 as F480 12. DOI:10.1520/F0480-14.2For 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 ASTM website.3The last appr

16、oved version of this historical standard is referenced onwww.astm.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1Poly(Vinyl Chloride) (PVC) Pipe and FittingsD3122 S

17、pecification for Solvent Cements for Styrene-Rubber (SR) Plastic Pipe and FittingsD3965 Classification System and Basis for Specifications forRigid Acrylonitrile-Butadiene-Styrene (ABS) Materialsfor Pipe and FittingsD5092 Practice for Design and Installation of GroundwaterMonitoring WellsF402 Practi

18、ce for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining ThermoplasticPipe and FittingsF412 Terminology Relating to Plastic Piping SystemsIEEE/ASTM SI 10 American National Standard for Use ofthe International System of Units (SI): The Modern MetricSystem2.2 ANSI Standards:4B1.5

19、 ACME Screw ThreadsB1.8 Stub ACME Screw ThreadsB1.9 Buttress Inch Screw Threads2.3 Federal Standard:5FED-STD-123 Marking for Shipment (Civil Agencies)2.4 Military Standard:5MIL-STD-129 Marking for Shipment and Storage2.5 Other Standards:Screw-Threads Standards for Federal Services 1957, Hand-book H2

20、8, Part III6NSF 14 Plastic Piping System Components and RelatedMaterialsNSF 61 Drinking Water System Components73. Terminology3.1 Definitions are in accordance with Terminology F412and abbreviations are in accordance with Terminology D1600,unless otherwise specified. The abbreviation for acrylonitri

21、le-butadiene-styrene plastic is ABS. The abbreviation for poly-(vinyl chloride) is PVC. The abbreviation for styrene-rubber isSR.3.2 Ground water investigation terms are in accordance withTerminology D653.4. Classification4.1 Well casing is produced in either plain end, belled end,or threaded, and i

22、s used for water wells, ground watermonitoring, leak detection, recovery systems, dewateringsystems, and waste disposal.5. Materials and Manufacture5.1 SpecificationThe material described shall meet orexceed the requirements of (1) Specification D3965 for ABSwith a cell classification of 44322 or 33

23、333, (2) SpecificationD1784 for PVC with a cell classification of 12454 or 14333, or(3) Specification D1892 for SR with a cell classification of4434A.The material so described shall be approved for potablewater.NOTE 3Caution should be exercised to control heat of hydrationduring grouting as thermopl

24、astic materials are heat sensitive.Acceleratorstend to increase the heat of hydration and are not recommended.5.2 Acrylonitrile-butadiene-styrene (ABS) well casing pipeand couplings plastic shall be virgin plastic produced by theoriginal compounder (see Specification D1527). The minimumbutadiene con

25、tent is 6 %; the minimum acrylonitrile content is15 %; the minimum styrene or substituted styrene content, orboth, is 15 %; and the maximum content 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

26、of virgin plastic produced by theoriginal compounder. It shall contain poly(vinyl chloride)homopolymer, and such additivesstabilizers, lubricants, pro-cessing aids, impact improvers, and colorantsas needed toprovide the required processing and toughness characteristics(see Test Method D638).5.4 The

27、SR plastics compound shall contain at least 50 %styrene plastics, combined with rubbers to a minimum rubbercontent of 5 %, and compounding materials such as antioxi-dants and lubricants, and may contain up to 15 % acrylonitrilecombined in the styrene plastics or rubbers, or both. Therubbers shall be

28、 of the poly-butadiene or butadiene-styrenetype, or both, with a maximum styrene content of 25 % ornitrile type, or both. The combined styrene plastics and rubbercontent shall be not less than 90 %.5.5 Rework MaterialClean rework material generatedfrom the manufacturers own well casing pipe and coup

29、lingsproduction may be used by the same manufacturer, providedthe well casing pipe and couplings produced meet all therequirements of this specification.5.6 Solvent Cement:5.6.1 SpecificationThe solvent cement shall meet therequirements of Specification D2235 for ABS, SpecificationD2564 for PVC, or

30、Specification D3122 for SR (see Supple-mentary Requirements S3).6. Requirements6.1 WorkmanshipThe pipe shall be homogeneousthroughout and essentially uniform in color, opacity, density,and other properties. The inside and outside surfaces shall besemi-matte or glossy in appearance (depending on the

31、type ofplastic) and free of chalking, sticky, or tacky material. Thesurfaces shall be free of excessive bloom, that is, slight bloomis acceptable. 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 t

32、he wall integrity.Machined slots or holes deliberately placed in pipe are accept-able. Bloom or chalking may develop in pipe exposed to directrays of the sun (ultraviolet radiant energy) for extendedperiods, and consequently these requirements do not apply topipe after extended exposure to direct ra

33、ys of the sun.4Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.5DLA Document Services Building 4/D 700 Robbins Avenue Philadelphia, PA19111-5094 http:/quicksearch.dla.mil/6U.S. Government Bookstore 710 North Capitol Street

34、 N.W. Washington, DChttp:/bookstore.gpo.gov/7Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140, http:/www.nsf.org.F480 1426.1.1 Ground Water InvestigationsPipe manufactured intoproducts used in ground water investigations should havesurfaces that are visu

35、ally free of oils, grease, dust, and marksimparted as a result of the manufacturing process.6.2 Well Casing 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. (S

36、ee Specification D2282.)6.2.2 Wall Thickness EccentricityThe wall thickness ec-centricity of the pipe shall 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,

37、 0 mm)when measured in accordance with Test Method D2122.6.2.4 Flush Joint Threaded LengthIf specified by themanufacturer 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 constit

38、ute an assembled length. The allowable toleranceshall be +12,18 in. (+13, 3 mm) on the components of theassembled 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 purchas

39、er should specify whether the length is to be thelaying length or the overall length. The term “laying length” 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

40、requirements given in Table 3 andTable 4 when measured in accordance with Test MethodD2122.6.3.2 Bell Socket 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 thick

41、ness of anintegral bell shall be considered satisfactory if formed frompipe that meets the requirements of this specification.6.3.4 Laying Length DimensionsThe laying length dimen-sions of well casing pipe couplings shall conform to therequirements given in Table 3, Table 4, and Table 5 whenmeasured

42、 in accordance with Test Method D2122.6.3.5 Socket Concentricity or AlignmentThe maximummisalignment of axis 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 Flatte

43、ning:6.4.1 Well Casing PipeThe well casing pipe shall have apipe stiffness at 5 % deflection equal to that 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

44、 D2412.Three specimens shall be tested and all shall pass.NOTE 5This test is intended for use as a quality 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 sti

45、ffness at 5 % deflectionequal to that shown in Table 6 and Table 7 and shall deflect15 % without cracking, 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 r

46、esis-tance classification (IC) value for well casing pipe shall beselected from Table 8 by the manufacturer 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)wit

47、hout cracking, rupture, or other visible evidence of failurewhen tested in accordance with 7.6 (Note 7). 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 ACM

48、E 2G screw threads, orButtress screw threads, Class 2, or square form flush jointthreads, in accordance with 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 monito

49、ring wellconstruction are included in the annex.6.7.1 All ACME, Stub ACME, and Buttress screw threadsshall 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 mater

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