ASTM D3517-2006 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pressure Pipe《玻璃纤维增强热固性树脂压力管的标准规范》.pdf

《ASTM D3517-2006 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pressure Pipe《玻璃纤维增强热固性树脂压力管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D3517-2006 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pressure Pipe《玻璃纤维增强热固性树脂压力管的标准规范》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 3517 06An American National StandardStandard Specification for“Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin)Pressure Pipe1This standard is issued under the fixed designation D 3517; the number immediately following the designation indicates the year oforiginal adoption or,

2、in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1

3、 This specification covers machine-made fiberglass pipe,8 in. (200 mm) through 156 in. (4000 mm), intended for use inwater conveyance systems which operate at internal gagepressures of 450 psi (3103 kPa) or less. Both glass-fiber-reinforced thermosetting-resin pipe (RTRP) and glass-fiber-reinforced

4、polymer mortar pipe (RPMP) are fiberglass pipes.The standard is suited primarily for pipes to be installed inburied applications, although it may be used to the extentapplicable for other installations such as, but not limited to,jacking, tunnel lining and slip-lining rehabilitation of existingpipel

5、ines.NOTE 1For the purposes of this standard, polymer does not includenatural polymers.1.2 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are providedfor information purposes only.NOTE 2There is no similar or equivalent ISO standard.1.3 The f

6、ollowing safety hazards caveat pertains only to thetest methods portion, Section 8, 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 hea

7、lthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesD 638 Test Method for Tensile Properties of PlasticsD 695 Test Method for Compressive Properties of RigidPlasticsD 790 Test Methods

8、 for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating MaterialsD 883 Terminology Relating to PlasticsD 1600 Terminology for Abbreviated Terms Relating toPlasticsD 2290 Test Method for Apparent Hoop Tensile Strength ofPlastic or Reinforced Plastic Pipe by Split Dis

9、k MethodD 2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD 2584 Test Method for Ignition Loss of Cured ReinforcedResinsD 2992 Practice for Obtaining Hydrostatic or Pressure De-sign Basis for “Fiberglass” (Glass-Fiber-ReinforcedThermoset

10、ting-Resin) Pipe and FittingsD 3567 Practice for Determining Dimensions of “Fiber-glass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipeand FittingsD 3892 Practice for Packaging/Packing of PlasticsD 4161 Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using

11、Flex-ible Elastomeric SealsF 412 Terminology Relating to Plastic Piping SystemsF 477 Specification for Elastomeric Seals (Gaskets) forJoining Plastic Pipe2.2 ISO Standard:ISO 1172 Textile Glass Reinforced PlasticsDeterminationof Loss on Ignition32.3 NSF Standard:Standard No. 61 Drinking Water System

12、 Components43. Terminology3.1 Definitions:3.1.1 GeneralDefinitions are in accordance with Termi-nology D 833 and Terminology F 412 and abbreviations are inaccordance with Terminology D 1600, unless otherwise indi-cated.3.2 Definitions of Terms Specific to This Standard:1This specification is under t

13、he jurisdiction of ASTM Committee D20 onPlastics and is the direct responsibility of Subcommittee D20.23 on ReinforcedPlastic Piping Systems and Chemical Equipment.Current edition approved Nov. 1, 2006. Published November 2006. Originallyapproved in 1976. Last previous edition approved 2004 as D 351

14、7 04.2For 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.3Available from American National Standards Institute (A

15、NSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.4Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140, http:/www.nsf.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States

16、.3.2.1 fiberglass pipea tubular product containing glass-fiber reinforcements embedded in or surrounded by curedthermosetting resin. The composite structure may containaggregate, granular, or platelet fillers, thixotropic agents, pig-ments, or dyes. Thermoplastic or thermosetting liners orcoatings m

17、ay be included.3.2.2 flexible joint a joint that is capable of axial displace-ment or angular rotation, or both.3.2.3 linera resin layer, with or without filler, or rein-forcement, or both, forming the interior surface of the pipe.3.2.4 qualification testone or more tests used to prove thedesign of

18、a product. Not a routine quality control test.3.2.5 reinforced polymer mortar pipe (RPMP)a fiberglasspipe with aggregate.3.2.6 reinforced thermosetting resin pipe (RTRP)a fiber-glass pipe without aggregate.3.2.7 rigid joint a joint that is not capable of axialdisplacement or angular rotation.3.2.8 s

19、urface layera resin layer, with or without filler, orreinforcements, or both, applied to the exterior surface of thepipe structural wall.4. Classification4.1 GeneralThis specification covers fiberglass pressurepipe defined by raw materials in the structural wall (type) andliner, surface layer materi

20、al (grade), operating pressure (class),and pipe stiffness. Table 1 lists the types, liners, grades, classes,and stiffnesses that are covered.NOTE 3All possible combinations of types, liners, grades, classes,and stiffnesses may not be commercially available. Additional types,liners, grades, and stiff

21、nesses may be added as they become commerciallyavailable. The purchaser should determine for himself or consult with themanufacturer for the proper class, type, liner, grade and stiffness of pipeto be used under the installation and operating conditions that will exist forthe project in which the pi

22、pe is to be used.4.2 Designation RequirementsThe pipe materials desig-nation code shall consist of the standard designation, ASTM D3517, followed by type, liner, and grade in Arabic numerals,class by the letter C and two or threeArabic numerals, and pipestiffness by a capital letter. Table 1 present

23、s a summary of thedesignation requirements. Thus, a complete material code shallconsist of ASTM D 3517. . . three numerals, C . . . and two orthree numerals, and a capital letter.NOTE 4Examples of the designation are as follows: (1) ASTM D3517-1-1-3-C50-A for glass-fiber reinforced aggregate and pol

24、yester resinmortar pipe with a reinforced thermoset liner and an unreinforcedpolyester resin and sand surface layer, for operation at 50 psi (345 kPa),and having a minimum pipe stiffness of 9 psi (62 kPa), (2) ASTM D3517-4-2-6-C200-C for glass-fiber reinforced epoxy resin pipe with anon-reinforced t

25、hermoset liner, no surface layer, for operation at 200 psi(1380 kPa), and having a minimum pipe stiffness of 36 psi (248 kPa).NOTE 5Although the “Form and Style for ASTM Standards” manualrequires that the type classification be roman numerals, it is recognizedthat companies have stencil cutting equi

26、pment for this style of type, andit is therefore acceptable to mark the product type in arabic numbers.5. Materials and Manufacture5.1 GeneralThe resins, reinforcements, colorants, fillers,and other materials, when combined as a composite structure,shall produce a pipe that shall meet the performanc

27、e require-ments of this specification.5.2 Wall CompositionThe basic structural wall composi-tion shall consist of thermosetting resin, glass fiber reinforce-ment, and, if used, an aggregate filler.5.2.1 ResinAthermosetting polyester or epoxy resin, withor without filler.5.2.2 ReinforcementA commerci

28、al grade of E-type glassfibers with a finish compatible with the resin used.5.2.3 AggregateA siliceous sand conforming to the re-quirements of Specification C33, except that the requirementsfor gradation shall not apply.NOTE 6Fiberglass pipe intended for use in the transport of potablewater should b

29、e evaluated and certified as safe for this purpose by a testingagency acceptable to the local health authority. The evaluation should bein accordance with requirements for chemical extraction, taste, and odorTABLE 1 General Designation Requirements for Fiberglass Pressure PipeDesig-nationOrderProper

30、ty Cell Limits (Note 1)1Type1234glass-fiber-reinforced ther-mosetting polyester (Note 2)resinmortar (RPMP polyester (Note 2)glass-fiber-reinforced ther-mosetting polyester (Note 2)resin(RTRP polyester (Note 2)glass-fiber-reinforced ther-mosetting epoxy resin mor-tar (RPMP epoxy)glass-fiber-reinforce

31、d ther-mosetting epoxy resin(RTRP epoxy)2Liner1234reinforced thermoset liner non-reinforced thermoset liner thermoplastic liner no liner3 Grade 1 2 3 4 5 6polyester (Note 2)resin surfacelayerreinforcedpolyester (Note 2)resin surfacelayernon-reinforcedpolyester (Note 2)resin and sandsurface layernonr

32、einforcedepoxy resinsurface layerreinforcedepoxy resinsurface layernon-reinforcedno surfacelayer4 Class (Note 3) C50 C100 C150 C200 C250 C300 C350 C400 C4505 Pipe Stiffnesspsi (kPa)A9 (62)B18 (124)C36 (248)D72 (496)NOTE 1The cell-type format provides the means of identification and specification of

33、piping materials. This cell-type format, however, is subject tomisapplication since unobtainable property combinations can be selected if the user is not familiar with non-commercially available products. Themanufacturer should be consulted.NOTE 2For the purposes of this standard, polyester includes

34、 vinyl ester resins.NOTE 3 Based on operating pressure in psig (numerals).D3517062that are no less restrictive than those included in National SanitationFoundation (NSF) Standard No. 61. The seal or mark of the laboratorymaking the evaluation should be included on the fiberglass pipe.5.3 Liner and S

35、urface LayersLiner or surface layer, orboth, when incorporated into or onto the pipe, shall meet thestructural requirements of this specification.5.4 JointsThe pipe shall have a joining system that shallprovide for fluid tightness for the intended service condition. Aparticular type of joint may be

36、restrained or unrestrained andflexible or rigid depending on the specific configuration anddesign conditions.5.4.1 UnrestrainedPipe joints capable of withstandinginternal pressure but not longitudinal tensile loads.5.4.1.1 Coupling or Bell-and-Spigot Gasket Joints, with agroove either on the spigot

37、or in the bell to retain anelastomeric gasket that shall be the sole element of the joint toprovide watertightness. For typical joint details see Fig. 1.5.4.1.2 Mechanical Coupling Joint, with elastomeric seals.5.4.1.3 Butt Joint, with laminated overlay.5.4.1.4 Flanged Joint, both integral and loose

38、 ring.5.4.2 RestrainedPipe joints capable of withstanding inter-nal pressure and longitudinal tensile loads5.4.2.1 Joints similar to those in 5.4.1.1 with supplementalrestraining elements.5.4.2.2 Butt Joint, with laminated overlay.5.4.2.3 Bell-and-Spigot, with laminated overlay.5.4.2.4 Bell-and-Spig

39、ot, adhesive-bonded joint: Three typesof adhesive-bonded joints are permitted by this standard asfollows:5.4.2.4.1 Tapered bell-and-spigot, an adhesive joint that ismanufactured with a tapered socket for use in conjunction witha tapered spigot and a suitable adhesive.5.4.2.4.2 Straight bell-and-spig

40、ot, an adhesive joint that ismanufactured with an untapered socket for use in conjunctionwith an untapered spigot and a suitable adhesive.5.4.2.4.3 Tapered bell and straight spigot, an adhesive jointthat is manufactured with a tapered socket for use with anuntapered spigot and a suitable adhesive.5.

41、4.2.5 Flanged Joint, both integral and loose ring5.4.2.6 Mechanical Coupling, an elastomeric sealed cou-pling with a supplemental restraining elements.5.4.2.7 Threaded Joints.NOTE 7Other types of joints may be added as they become commer-cially available.NOTE 8Restrained joints typically increase se

42、rvice loads on the pipeto greater than those experienced with unrestrained joints. The purchaseris cautioned to take into consideration all conditions that may beencountered in the anticipated service and to consult the manufacturerregarding the suitability of a particular type and class of pipe for

43、 servicewith restrained joint systems.5.5 GasketsElastomeric gaskets when used with this pipeshall conform to the requirements of Specification F 477.6. Requirements6.1 Workmanship:6.1.1 Each pipe shall be free from all defects includingindentations, delaminations, bubbles, pinholes, cracks, pits,bl

44、isters, foreign inclusions, and resin-starved areas that due totheir nature, degree, or extent, detrimentally affect the strengthand serviceability of the pipe. The pipe shall be as uniform ascommercially practicable in color, opacity, density, and otherphysical properties.6.1.2 The inside surface o

45、f each pipe shall be free of bulges,dents, ridges, and other defects that result in a variation ofinside diameter of more than18 in. (3.2 mm) from that obtainedon adjacent unaffected portions of the surface. No glass fiberreinforcement shall penetrate the interior surface of the pipewall.6.1.3 Joint

46、 sealing surfaces shall be free of dents, gouges,and other surface irregularities that will affect the integrity ofthe joints.6.2 Dimensions:6.2.1 Pipe DiametersPipe shall be supplied in the nomi-nal diameters shown in Table 2 or Table 3. The pipe diametertolerances shall be as shown in Table 2 or T

47、able 3, whenmeasured in accordance with 8.1.1.6.2.2 LengthsPipe shall be supplied in nominal lengths of10, 20, 30, 40, and 60 ft. (3.05, 6.10, 9.15, 12.19, and 18.29 m).The actual laying length shall be the nominal length 62 in.(651 mm), when measured in accordance with 8.1.2. At least90 % of the to

48、tal footage of any one size and class, excludingspecial order lengths, shall be furnished in the nominal lengthsspecified by the purchaser. Random lengths, if furnished, shallnot vary from the nominal lengths by more than 5 ft (1.53 m)or 25 %, whichever is less.6.2.3 Wall ThicknessThe average wall t

49、hickness of thepipe shall not be less than the nominal wall thickness publishedin the manufacturers literature current at the time of purchase,and the minimum wall thickness at any point shall not be lessthan 87.5 % of the nominal wall thickness when measured inaccordance with 8.1.3.6.2.4 Squareness of Pipe EndsAll points around each endof a pipe unit shall fall within 614 in. (66.4 mm) or 60.5 %of the nominal diameter of the pipe, whichever is greater, to aplane perpendicular to the longitudinal axis of the pipe, whenmeasured in accorda