1、Designation: F 2618 09Standard Specification forChlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Fittingsfor Chemical Waste Drainage Systems1This standard is issued under the fixed designation F 2618; the number immediately following the designation indicates the year oforiginal adoption or, in the
2、 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. Scope1.1 This specification covers the performance requirementsof CPVC pipe, fittings and solven
3、t cements used in chemicalwaste drainage systems.1.2 Asystem is made up of pipe, fittings and solvent cementthat meet the requirements of this standard.NOTE 1Consult the manufacturers chemical resistance recommenda-tions for chemical waste drainage applications prior to use.1.3 The text of this spec
4、ification references notes, footnotesand appendices that provide explanatory material. These notesand footnotes (excluding those in tables and figures) shall notbe considered as requirements of the specification.1.4 The pressure tests described in this standard are labora-tory hydrostatic tests that
5、 are intended to verify joint/systemintegrity. They are not intended for use as field tests of installedsystems.1.5 Due to inherent hazards associated with testing compo-nents and systems with compressed air or other compressedgases, no such testing shall be done unless the componentmanufacturer giv
6、es approval in writing.NOTE 2Pressurized (compressed) air or other compressed gasescontain large amounts of stored energy, which present serious safetyhazards should a system fail for any reason.1.6 Mechanical joints used for joining pipe and fittings ofdifferent materials are provided for in this s
7、pecification. Theyinclude common flanges, couplings, and unions.1.7 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 standard.1.8 This standard doe
8、s not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.NOTE 3This specification specifies d
9、imensional, performance, andtest requirements for fluid handling applications but does not addressventing of combustion gases.2. Referenced Documents2.1 ASTM Standards:2D 543 Practices for Evaluating the Resistance of Plastics toChemical ReagentsD 618 Practice for Conditioning Plastics for TestingD
10、1600 Terminology for Abbreviated Terms Relating toPlasticsD 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD 2321 Practice for Underground Installati
11、on of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD 2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD 2444 Test Method for Determination of the Impact Re-sistance of Thermoplastic Pipe and Fittings by Means of aTup
12、 (Falling Weight)D 3311 Specification for Drain, Waste, and Vent (DWV)Plastic Fittings PatternsF 402 Practice for Safe Handling of Solvent Cements,Primers, and Cleaners Used for Joining Thermoplastic Pipeand FittingsF 412 Terminology Relating to Plastic Piping SystemsF 493 Specification for Solvent
13、Cements for ChlorinatedPoly(Vinyl Chloride) (CPVC) Plastic Pipe and FittingsF 1498 Specification for Taper Pipe Threads 60 for Ther-moplastic Pipe and FittingsF 2135 Specification for Molded Drain, Waste, and Vent(DWV) Short-Pattern Plastic Fittings2.2 Other Documents:International Plumbing Code3Uni
14、form Plumbing Code41This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.Current edition approved April 1, 2009. Published June 2009.2For referenced ASTM standards, visit the ASTM website, www.astm.
15、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 International Code Council (ICC), 500 New Jersey Ave., NW,6th Floor, Washington, DC 20001-2070, http:/www.iccs
16、afe.org.4Available from International Association of Plumbing and Mechanical Offi-cials, 5001 E. Philadelphia St., Ontario, CA 91761, http:/www.iapmo.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.Federal Standard 123 Marking fo
17、r Shipment (CivilianAgencies)5Federal Standard 129 Military Marking for Shipment andStorage53. Terminology3.1 Definitions:3.1.1 Definitions used in this specification are in accordancewith the definitions given in Terminology F 412, and abbrevia-tions are in accordance with Terminology D 1600, unles
18、sotherwise indicated.3.1.2 The plumbing terminology used in this specification isin accordance with the definitions given in the InternationalPlumbing Code and the Uniform Plumbing Code, unlessotherwise indicated.4. Requirements4.1 The requirements in this section are intended only foruse as quality
19、 control tests, not as simulated service tests.4.1.1 All pipe and fittings shall be homogeneous throughoutand be free of visible cracks, holes, foreign inclusions, or otherinjurious defects. The pipe and fittings shall be as uniform ascommercially practicable in color, opacity, density and otherphys
20、ical properties.4.1.2 Pipe and fittings shall be joined by the use of solventcement, threading, or mechanical joints meeting the require-ments of this standard and as recommended by the manufac-turer.4.1.3 All dimensions shall be determined in accordancewith Test Method D 2122.4.1.4 All components w
21、ithin a system shall meet the speci-fications of this standard.4.1.5 CPVC Solvent CementThe CPVC solvent cementused to join the pipe and fittings covered under this specifica-tion shall comply with Section 5 and 9.4. Consult the pipe andfitting manufacturer to determine whether or not a primer isreq
22、uired.NOTE 4At lower temperatures (6 in. in diameter), a primer may berecommended by the manufacturer.4.1.6 Mechanical fittings shall meet the requirements of7.4.4.2 Materials:4.2.1 CPVC MaterialAll pipe and fittings shall be madeCPVC compounds meeting or exceeding the requirements ofcell classifica
23、tion 23447 as defined in Specification D 1784.4.2.2 CPVC materials shall be permitted to contain stabiliz-ers, lubricants, and pigments not detrimental to pipe andfittings provided that the final compound, and the pipe andfittings produced, meet the requirements of this specification.4.2.3 Rework Ma
24、terialClean rework material generatedfrom the manufacturers own pipe or fittings may be usedprovided the pipe or fittings produced meet the requirements ofthis specification.4.2.4 All thread sealants, gaskets, and seal rings shall be ofa material that meets the chemical resistance for the end useapp
25、lication.5. General Requirements for Solvent Cement5.1 The solvent cement shall meet the general requirementsof standard F 493 and be classified as heavy-bodied, having aminimum viscosity of 1600 cP (1600 MPa-s).5.2 The cement shall not contain any inorganic fillers.5.3 CPVC solvent cement meeting t
26、he requirements of thisstandard shall be mustard in color to facilitate identificationand minimize unintentional use of other cements that may failat elevated service temperatures.NOTE 5Safe handling of solvent cements: Solvent cements for plasticpipe are made from flammable liquids. Keep them away
27、from all sourcesof ignition. Maintain proper ventilation to reduce fire hazard and tominimize breathing of solvent vapors. Avoid contact of cement with skinand eyes. Refer to Practice F 402 for information on safe handling ofsolvent cements.6. Dimensions and Tolerances6.1 The patterns, dimensions, a
28、nd laying lengths of moldedfittings, including adaptors, shall meet the requirements ofSpecifications D 3311 or F 2135 or shall be of a proven designand shall allow a smooth transition of flow from one directionto another. Specialty fittings or fittings with laying lengths notmeeting the requirement
29、s of Specification D 3311 or Specifi-cation F 2135 shall not be excluded. For these fittings, layinglengths shall be provided by the manufacturer.6NOTE 6ASTM International takes no position respecting the validityof any patent rights asserted in connection with any item mentioned in thisstandard. Us
30、ers of this standard are expressly advised that determinationof the validity of any such patent rights, and the risk of infringement ofsuch rights, are entirely their own responsibility.6.1.1 The outside diameter and wall thickness of pipe shallmeet the requirements of Table 1 and Table 2.6.1.2 Fitt
31、ing sockets shall conform to the dimensionalrequirements as specified in Table 3.6.1.3 The spigot dimensions of fittings shall meet therequirements of Table 1 and Table 2.6.2 CleanoutsCleanout plugs, and caps, as commonlyused in the manufacturers laboratory drainage system, shallhave a thread size a
32、nd depth sufficient to ensure that theminimum waterway dimensions are maintained. All CPVCcleanouts having female threads shall be supplied with CPVCplugs.6.3 TrapsAll traps shall have a minimum water seal of 2in. (50 mm).6.4 Threaded fittingsfor all fittings having taper pipethreads, threads shall
33、conform to standard F 1498.5Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.6Molded fittings meeting the requirements of Specification D 3311 made fromCPVC and used for piping that handles corros
34、ive waste are covered by a patent.Interested parties are invited to submit information regarding the identification of analternative(s) to this patented item to the ASTM International Headquarters. Yourcomments will receive careful consideration at a meeting of the responsibletechnical committee, wh
35、ich you may attend.F26180927. System Integrity7.1 Solvent Cemented Joint Hydrostatic Pressure TestSolvent cement joints shall not leak when tested in accordancewith 8.4.7.2 Solvent Cement Joint Chemical Resistance IntegrityTest: Solvent cemented joints shall not leak when tested inaccordance with 8.
36、3.7.3 CPVC Pipe Flattening Test: There shall be no evidenceof splitting, cracking, or breaking when the pipe is tested inaccordance with 8.8.7.4 Impact ResistanceThe impact resistance testing shallbe in accordance with 8.9.7.5 Mechanical Joints :7.5.1 Hydrostatic Pressure TestMechanical joints shall
37、not leak when tested in accordance with 8.5.7.5.2 Mechanical Joint Separation TestMechanical jointsshall neither separate nor leak when tested in accordance with8.6.7.6 CPVC Compound Chemical ResistanceCPVC com-pounds used to produce pipe or fittings to this standard shallmeet the requirements of 8.
38、2.NOTE 7Before installing a CPVC chemical waste piping system,chemical resistance data for the piping in question should be evaluated.Caution should be taken when mixing chemicals as properties can change.If there is a chemical resistance question, consult the manufacturer(s).8. Test Methods8.1 Cond
39、itioning:8.1.1 For routine quality control testing, condition the speci-mens at the room temperature and humidity of the manufac-turers testing facilities for not less than one hour or until thespecimens reach room temperature.8.1.2 For referee purposes, condition and test the specimensbefore testin
40、g, in a standard laboratory atmosphere of 73.4 63.6F (23 6 2C) and 50 6 5% relative humidity for not lessthan 40 hours prior to testing in accordance with Procedure Aof Practice D 618.8.2 CPVC Compound Chemical ResistancePipe and fit-ting materials shall be evaluated in accordance with TestMethod D
41、543 practice A, procedures I and II, using thechemicals listed in Table 4. Weight change shall not exceed 2%nor shall apparent tensile strength change by more than 10 %.In cases where there is a change in the apparent tensile strengthgreater than 10%. In cases where there is a change in theapparent
42、tensile strength greater than 10%, a further evaluationshall be made after the test specimen is removed from thechemical and conditioned for 72 h. If after 72 h, there is aminimum of 50% recovery of tensile strength as compared tothe unexposed specimen, and that figure is within 610% of theoriginal
43、tensile strength of the unexposed specimen, the testshall be considered acceptable.8.3 Solvent Cement Joint Chemical Resistance IntegrityTestPrepare ten pipe test specimens, each having two sec-tions of pipe connected by a coupling using the manufacturersspecified solvent cement that is used to join
44、 the CPVCchemical waste drainage systems. The ten pipe test specimensshall be fitted with test caps on both ends with drain and ventconnections to enable the specimens to be filled with chemicalsand to subsequently be internally pressurized. Allow thematerials to be conditioned at 73.4 6 3.6F (23 6
45、2C) for 24h after the joints are completed. After the 24 h conditioningperiod, completely fill each of the ten specimens with thechemicals listed in Table 4. One chemical at the specifiedconcentrations within Table 4 shall be used per test specimen,making sure that the chemical media completely fill
46、s thespecimen prior to being capped off. The specimens shall bepre-labeled to identify with which of the chemicals it is filled.Expose each of the ten specimens to the chemicals for oneweek at 73.4 6 3.6F (23 6 2C) under an internal testpressure of 5 psig (34.5 kPa). After the holding period, remove
47、the specimens and drain the chemical reagents. The specimensshall be rinsed and dried to remove any traces of the chemicalsfrom the inside of the pipe. Each specimen shall then besubjected to a hydrostatic test pressure of a minimum of 50psig (345 kPa) at 73.4 6 3.6F (23 6 2C) for a minimumduration
48、of 5 min. The pressure test must be completed within24 h after the specimens have been drained and cleaned.8.4 Solvent Cemented Joint Hydrostatic Pressure TestSelect at random six specimens of pipe, each five times thenominal diameter or a maximum of 18 in. (450 mm) in length,for each size of piping
49、 and each type of system beingconsidered. Also select three suitable couplings at random.Prepare three joined specimens by joining two pipe specimenswith one coupling, using the solvent cement, instructions andTABLE 1 Outside Diameters and Tolerances for Pipe and SpigotEnds, in. (mm)Nominal Pipe Size AverageOutsideDiameterTolerance Out-of-Roundnessmaximum minus minimum114 1.660(42.2)6 0.005(60.13)0.024(0.61)112 1.900(48.3)6 0.006(60.15)0.024(0.61)2 2.375(60.3)6 0.006(60.15)0.024(0.61)3 3.500(88.9)6 0.008(60.20)0.030(0.76)4 4.500(114.3)6 0.009(60
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