ANSI ASTM D3262-2016 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer Pipe.pdf

《ANSI ASTM D3262-2016 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer Pipe.pdf》由会员分享，可在线阅读，更多相关《ANSI ASTM D3262-2016 Standard Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer Pipe.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D3262 16 An American National StandardStandard Specification for“Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin)Sewer Pipe1This standard is issued under the fixed designation D3262; the number immediately following the designation indicates the year oforiginal adoption or, in t

2、he 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 machine-made fiberglass pipe,8 in. (200 mm) through 156 in

3、. (4000 mm), intended for use ingravity-flow systems for conveying sanitary sewage, stormwater, and some industrial wastes. Both glass-fiber-reinforcedthermosetting-resin pipe (RTRP) and glass-fiber-reinforcedpolymer mortar pipe (RPMP) are fiberglass pipes.NOTE 1For the purposes of this standard, po

4、lymer does not includenatural polymers.1.2 Although this specification is suited primarily for pipesto be installed in buried applications, it is acceptable to applyit to the extent applicable for other installations such as, but notlimited to, jacking, tunnel lining and sliplining rehabilitation of

5、existing pipelines.NOTE 2There is no known ISO equivalent to this standard.1.3 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinformation only.1.4 The following safety hazards caveat pertains only to thetest method portion, Section 8,

6、of this specification. Thisstandard does not purport to address all of the safety problems,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 regulatory limita-tions prior to use

7、.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesD638 Test Method for Tensile Properties of PlasticsD695 Test Method for Compressive Properties of RigidPlasticsD883 Terminology Relating to PlasticsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD2412 T

8、est Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2584 Test Method for Ignition Loss of Cured ReinforcedResinsD2992 Practice for Obtaining Hydrostatic or Pressure De-sign Basis for “Fiberglass” (Glass-Fiber-ReinforcedThermosetting-Resin) Pipe a

9、nd FittingsD3567 Practice for Determining Dimensions of “Fiberglass”(Glass-Fiber-Reinforced Thermosetting Resin) Pipe andFittingsD3681 Test Method for Chemical Resistance of “Fiberglass”(GlassFiberReinforced Thermosetting-Resin) Pipe in aDeflected ConditionD3892 Practice for Packaging/Packing of Pla

10、sticsD4161 Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using Flex-ible Elastomeric SealsF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plastic Pipe2.2 AWWA Standard:Standard C-950, Glass-F

11、iber Reinforced ThermosettingResin Pipe33. Terminology3.1 Definitions:3.1.1 GeneralUnless otherwise indicated, definitions arein accordance with Terminology D883 or Terminology F412,and abbreviations are in accordance with Terminology D1600.3.2 Definitions of Terms Specific to This Standard:3.2.1 fi

12、berglass pipetubular product containing glass fiberreinforcements embedded in or surrounded by cured thermo-setting resin.3.2.1.1 DiscussionThe composite structure may containaggregate, granular, or platlet fillers, thixotropic agents,pigments, or dyes, and thermoplastic or thermosetting liners.1Thi

13、s specification is under the 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 April 1, 2016. Published April 2016. Originallyapproved in 1973. Last previous editio

14、n approved in 2011 as D3262 11. DOI:10.1520/D3262-16.2For 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.3Availab

15、le from American Water Works Association (AWWA), 6666 W. QuincyAve., Denver, CO 80235, http:/www.awwa.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 States13.2.2 flexible

16、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 orreinforcement, or both, forming the interior surface of the pipe.3.2.4 qualification testone or more tests used to prove thedesign of a product. Not a routine quality

17、control test.3.2.5 reinforced polymer mortar pipe (RPMP)fiberglasspipe with aggregate.3.2.6 reinforced thermosetting resin pipe (RTRP)fiberglass pipe without aggregate.3.2.7 rigid joint a joint that is not capable of axialdisplacement or angular rotation.3.2.8 surface layera resin layer, with or wit

18、hout filler orreinforcement, or both, applied to the exterior surface of thepipe structural wall.4. Classification4.1 GeneralThis specification covers fiberglass sewerpipe defined by raw materials in the structural wall (type) andliner, surface layer material (grade), and pipe stiffness. Table 1list

19、s the types, liners, grades, and stiffnesses covered.NOTE 3All possible combinations of types, liners, grades, andstiffnesses may not be commercially available. It is acceptable to addadditional types, liners, grades, and stiffnesses as they become commer-cially available. The purchaser should deter

20、mine for himself or consultwith the manufacturer for the proper type, liner, grade, and stiffness ofpipe to be used under the installation and operating conditions that willexist for the project in which pipe is to be used.4.2 Designation RequirementsThe pipe materials designa-tion code shall consis

21、t of the standard designation, ASTMD3262, followed by type, liner, and grade indicated in Arabicnumerals, and pipe stiffness by a capital letter. Table 1 presentsa summary of the designation requirements. Thus a completematerial code shall consist of ASTM D3262, three numerals,and a capital letter.N

22、OTE 4Examples of the designation codes are as follows: (1) ASTMD3262-1-1-3-A for glassfiberreinforced aggregate and polyester resinmortar pipe with a reinforced thermoset liner and an unreinforcedpolyester resin and sand surface layer having a minimum pipe stiffness of9 psi (62 kPa). (2) ASTM D3262-

23、4-2-6-C for glassfiberreinforcedepoxy resin pipe with an unreinforced thermoset liner, no surface layer,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 few com

24、panies have stencil-cutting equipment for this style of type,and it is therefore acceptable to mark the product type in Arabic numbers.5. Materials and Manufacture5.1 GeneralThe thermosetting resins, glass fiberreinforcements, fillers, and other materials, when combined asa composite structure, shal

25、l produce piping products that meetthe performance requirements of this specification.5.2 Wall CompositionThe basic structural wall composi-tion shall consist of a thermosetting resin, glass-fiberreinforcement, and if used, an aggregate filler.5.2.1 ResinA thermosetting polyester or epoxy resin, wit

26、hor without filler.5.2.2 ReinforcementA commercial grade of glass fiberscompatible 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.5.3 Liner and Surface LayerA liner or surface layer,

27、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.Restrained or unrestrained and flexible or rigid joints areacceptable d

28、epending on the specific configuration and designconditions.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 or in the bell to retain anelastomeric gasket tha

29、t shall be the sole element of the joint toprovide watertightness. For typical joint detail see Fig. 1.TABLE 1 General Designation Requirements for Fiberglass Sewer PipeDesig-nationOrderProperty Cell LimitsA1Type1234glass-fiber-reinforcedthermosetting polyesterBresinmortar (RPMP polyesterB)glass-fib

30、er-resin-reinforcedthermosetting polyesterBresin(RTRP polyesterB)glass-fiber-reinforcedthermosetting epoxy resinmortar (RPMP epoxy)glass-fiber-reinforcedthermosetting epoxy resin(RTRP epoxy)2Linrreinforced thermoset liner non-reinforced thermoset liner thermoplastic liner no liner3Grade123456polyest

31、erBresinsurface layerreinforcedpolyesterBresinsurface layernonreinforcedpolyesterBresin andsand surface layernon-reinforcedepoxy resin surfacelayerreinforcedepoxy resin surfacelayernon-reinforcedno surface layer4 Pipe stiffness A B C DA,Bpsi (kPa) 9 (62) 18 (124) 36 (248) 72 (496)AThis cell-type for

32、mat provides the means of identification and specification of piping materials. This cell-type format, however, is subject to misapplication sinceunobtainable property combinations can be selected if the user is not familiar with non-commercially available products. The manufacturer needs to be cons

33、ulted.BFor the purposes of this specification, polyester includes vinyl ester resins.D3262 1625.4.1.2 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 ring.5.4.2 RestrainedPipe joints capable of withstanding i

34、nter-nal pressure and longitudinal tensile loads.5.4.2.1 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-Spigot, adhesive-bonded joint: Three typesof adhesive-bonded j

35、oints are permitted by this standard asfollows:(1) Tapered bell-and-spigot, an adhesive joint that is manu-factured with a tapered socket for use in conjunction with atapered spigot and a suitable adhesive.(2) Straight bell-and-spigot, an adhesive joint that is manu-factured with an untapered socket

36、 for use in conjunction withan untapered spigot and a suitable adhesive.(3) Tapered bell and straight spigot, an adhesive joint thatis manufactured with a tapered socket for use with an unta-pered spigot and a suitable adhesive.5.4.2.5 Flanged Joint, both integral and loose ring.5.4.2.6 Mechanical C

37、oupling, an elastomeric sealed cou-pling with supplemental restraining elements.5.4.2.7 Threaded joints.NOTE 6It is acceptable to add other types of joints as they becomecommercially available.NOTE 7Restrained joints typically increase service loads on the pipeto greater than those experienced with

38、unrestrained joints. The purchaseris cautioned to take into consideration all conditions in the anticipatedservice and to consult the manufacturer regarding the suitability of aparticular type and class of pipe for service with restrained joint systems.5.5 GasketsElastomeric gaskets used with this p

39、ipe shallconform to the requirements of Specification F477, except thatcomposition of the elastomer shall be as agreed upon betweenthe purchaser and the supplier for the particular exposure tooily or aggressive chemical environments.6. Requirements6.1 WorkmanshipEach pipe shall be free from all defe

40、ctsincluding indentations, delaminations, bubbles, pinholes,cracks, pits, blisters, foreign inclusions, and resin-starved areasthat, due to their nature, degree, or extent, detrimentally affectthe strength and serviceability of the pipe. The pipe shall be asuniform as commercially practicable in col

41、or, opacity, density,and other physical properties.6.1.1 The inside surface of 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 fiberr

42、einforcement shall penetrate the interior surface of the pipewall.6.1.2 Joint 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 DiametersThe pipe shall be supplied in thenominal diameters shown in Ta

43、ble 2 or Table 3. The tolerancesshall be as shown in Table 2 or Table 3, when measured inaccordance 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)

44、, when measured in accordance with 8.1.2. At least90 % of the total footage of any one size and stiffness,excluding special-order lengths, shall be furnished in thenominal lengths specified by the purchaser. Random lengths, iffurnished, shall not vary from the nominal lengths by morethan 5 ft (1.53

45、m), or 25 %, whichever is less.6.2.3 Wall ThicknessThe average wall thickness 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

46、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, whenmeasure

47、d in accordance with 8.1.4.6.3 Chemical Requirements:6.3.1 Long-TermPipe specimens, when tested in accor-dance with 8.2.1, shall be capable of being deflected, withoutfailure, at the 50 year strain level given in Table 4 whenexposed to 1.0 N sulfuric acid.NOTE 8See Appendix X1 for derivation of the

48、minimum sewer pipechemical requirements given in Table 4.NOTE 9The calculations in Table 4 and Appendix X1 assume that theneutral axis is at the pipe wall midpoint. For pipe wall constructions thatproduce an altered neutral axis position, 2y shall be substituted for t toevaluate results and establis

49、h requirements. (y is the maximum distancefrom the neutral axis to the pipe surface.)6.3.2 Control RequirementsTest pipe specimens periodi-cally in accordance with 8.2.2, following the procedure of8.2.2.1, or alternatively, the procedure of 8.2.2.2.6.3.2.1 When the procedure of 8.2.2.1 is used, the followingthree criteria must be met: (a) the average failure time at eachstrain level must fall at or above the lower 95 % confidencelimit of the originally determined regression line, (b) allspecimen-failure times shall be greater than