1、Designation: F2764/F2764M 11a2An American National StandardStandard Specification for30 to 60 in. 750 to 1500 mm Polypropylene (PP) Triple WallPipe and Fittings for Non-Pressure Sanitary SewerApplications1This standard is issued under the fixed designation F2764/F2764M; the number immediately follow
2、ing the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTERevised designation to co
3、rrespond with units statement in November 2013.2NOTETable 1 headings were editorially added in July 2013.1. Scope*1.1 This specification covers requirements and test methodsfor triple wall polypropylene pipe and fittings. The nominalinside diameters covered are 30 to 60 in. 750 to 1600 mm.1.2 The re
4、quirements of this specification are intended toprovide pipe and fittings suitable for underground use fornon-pressure sanitary sewer systems. Pipe and fittings pro-duced in accordance with this specification shall be installed incompliance with Practice D2321.1.3 This specification covers pipe and
5、fittings with anessentially smooth interior wall, an essentially smooth exteriorwall and an annular corrugated profile middle wall (Fig. 1).1.4 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivale
6、nts; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.5 The following precautionary statement applies only toSection 7 of this specification. This standard does not purportto address all of the safet
7、y concerns, if any, associated with itsuse. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and deter-mine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A666 Specification for Annealed or
8、Cold-Worked AusteniticStainless Steel Sheet, Strip, Plate, and Flat BarD256 Test Methods for Determining the Izod PendulumImpact Resistance of PlasticsD618 Practice for Conditioning Plastics for TestingD638 Test Method for Tensile Properties of PlasticsD790 Test Methods for Flexural Properties of Un
9、reinforcedand Reinforced Plastics and Electrical Insulating Materi-alsD792 Test Methods for Density and Specific Gravity (Rela-tive Density) of Plastics by DisplacementD1238 Test Method for Melt Flow Rates of Thermoplasticsby Extrusion PlastometerD1505 Test Method for Density of Plastics by the Dens
10、ity-Gradient TechniqueD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2321 Practice for Underground Installation of Thermoplas-tic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Det
11、ermination of External LoadingCharacteristics 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)D2990 Test Methods for Tensile, Compressive, and FlexuralCreep and Creep-Rupture of
12、 PlasticsD3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsD3895 Test Method for Oxidative-Induction Time of Poly-olefins by Differential Scanning CalorimetryD4101 Specification for Polypropylene Injection and Extru-sion MaterialsD4218 Test Method for De
13、termination of Carbon BlackContent in Polyethylene Compounds By the Muffle-Furnace TechniqueD4389 Specification for Finished Glass Fabrics Woven FromRovings1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F1
14、7.62 on Sewer.Current edition approved May 1, 2011. Published May 2011. Originallyapproved in 2010. Last previous edition approved in 2011 as F276411.DOI:10.1520/D2764_F2764M11AE01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.or
15、g. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.*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 States1D
16、6992 Test Method for Accelerated Tensile Creep andCreep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped IsothermalMethodF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plastic PipeF2136 Tes
17、t Method for Notched, Constant Ligament-Stress(NCLS) Test to Determine Slow-Crack-Growth Resis-tance of HDPE Resins or HDPE Corrugated Pipe2.2 AASHTO Standards:3LRFD, Section 12 AASHTO LRFD Bridge Design Specifi-cations Section 12 Buried Structures and Tunnel Liners2.3 Federal Standard:4Fed. Std. No
18、. 123 Marking for Shipment (Civil Agencies)2.4 Military Standard:4MIL-STD-129 Marking for Shipment and Storage3. Terminology3.1 Definitions are in accordance with Terminology F412and abbreviations are in accordance with Terminology D1600,unless otherwise specified. The abbreviation for polypropylene
19、is PP.3.2 Definitions of Terms Specific to This Standard:3.2.1 triple wall, nIn this case, the triple pipe wallconstruction provides an interior wall in the waterway, anexterior wall to the soil, and includes ribs, corrugations, orother shapes, which can be either solid or hollow, that helpsbrace th
20、e pipe against diametrical deformation.4. Ordering Information4.1 Orders for product made to this specification shallinclude the following information to adequately describe thedesired product:4.1.1 This ASTM designation and year of issue,4.1.2 Diameters,4.1.3 Total footage of each pipe diameter inv
21、olved,4.1.4 Pipe laying length,4.1.5 Fitting type(s):4.1.5.1 Size and type of fittings, including mainline andbranch diameters, and4.1.5.2 Number of fittings per diameter.5. Materials and Manufacture5.1 Pipe and Fabricated FittingsPolypropylene Com-pounds Polypropylene compounds used in the manufact
22、ureof the triple wall pipe and fittings shall have the minimumproperties as shown in Table 1. Polypropylene compoundsshall be comprised of the base polypropylene virgin resin andall additives, colorants, UV inhibitors and stabilizers. Condi-tioning sampling, preparation, and testing of molded specim
23、ensshall be accordance with the requirements in SpecificationD4101. For slow crack-growth resistance of the pipecorrugation, and inner and exterior walls, PP resins shall beevaluated using the notched constant ligament stress (NCLS)test according to the procedure described in 7.7.1. The averagefailu
24、re time of the five test specimens shall exceed 100 h withno single test specimens failure time less than 71 h. Com-pounds shall be tested and validated on an annual basis or forany new formulations.5.2 Color and Ultraviolet Stabilization for Pipe andFittingsThe pipe shall be colored or black. Black
25、 polypro-pylene compounds shall have between 2.0 and 3.0 percentcarbon black when tested in accordance with the procedures in3Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.or
26、g.4Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.FIG. 1 Typical Triple Wall Pipe ProfileTABLE 1 Polypropylene Compound PropertiesProperty ASTMTestMethodUnits (SI Units) Minimum Value Maximum Va
27、lueMelt Flow Rate D1238 g/10 min 0.25 230C 1.50 230CDensity D792,D1505lb/in3(g/cm3) 0.0325 (0.900) 0.0343 (0.950)Tensile Strength at Yield D638 psi (N/mm2) 3,500 (24) 4,500 (31)Elongation at Yield D638 % (%) 5 (5) 25 (25)Flexural Modulus (1% secant) D790B psi (N/mm2) 175,000 (1,200) 275,000 (1,900)I
28、ZOD Impact Strength (730F 230C) D256 ft-lb/in2kJ/m2 23.8 (50) No BreakOxidative-Induction Time (392F 200C) D3895 min 25 200F2764/F2764M 11a22Test Method D4218. Colored polypropylene compounds shallbe protected from Ultraviolet (UV) degradation with UVstabilizers.5.3 Rework PlasticClean polypropylene
29、 rework plastic,generated from the manufacturers own production of theproduct and having the same minimum physical properties,may be used by the manufacturer, provided that the pipeproduced meets all the requirements of this specification.5.4 Elastomeric Seal MaterialsElastomeric compoundsand thermo
30、plastic elastomeric compounds used in the manu-facture of sealing rings or gaskets shall meet the requirementsof Specification F477.5.5 LubricantThe lubricant used for assembly of gasketedjoints shall have no detrimental effect of the gasket or on thepipe.5.6 Bell Retaining BandsMonolithically forme
31、d bands inor on the external wall of the bell, when used, shall providetensile restraint to bell expansion due to gasket insertion orinternal hydrostatic pressure in accordance with 6.6.4. Thesebands shall be made of corrosive resistant materials such asfiberglass (Specification D4389) or stainless
32、steel (Specifica-tion A666).NOTE 1Compound and material properties are typically tested tovalidate a formulation; they are not routine quality assurance tests. Usersrequiring such testing for quality assurance purposes should insert thesecriteria in their project specifications.6. General Requiremen
33、ts6.1 WorkmanshipThe pipe and fittings shall be homoge-neous throughout and be as uniform as commercially practicalin color, opacity, and density. The pipe walls shall be free ofcracks, holes, blisters, voids, foreign inclusions, or otherdefects that are visible to the naked eye and that may affect
34、thewall integrity. The ends shall be cut cleanly and squarelythrough valleys.6.1.1 Visible defects, cracks, creases, splits, in pipe are notpermissible.6.2 Dimensions and Tolerance:6.2.1 Nominal SizeThe nominal size for the pipe andfittings shall be the inside diameter shown in Table 2.6.2.2 Minimum
35、 Inside DiameterThe minimum inside di-ameter shall be as shown in Table 2, when measured inaccordance with section 7.3.3. In no case shall the manufac-turers stated inside diameter minus the tolerance in Table 2 beless than the required minimum inside diameter.NOTE 2The manufacturers stated inside d
36、iameter is the nominaldiameter plus or minus the inside diameter tolerances. The minimuminside diameter is the smallest diameter the pipe can be with thesetolerances and is used for the hydraulic design of the pipe.NOTE 3The outside diameters and the corrugation pitch of productsmanufactured to this
37、 specification are not specified; therefore, compatibil-ity between pipe and fittings made to this specification from differentmanufacturers should be verified.6.2.3 Laying LengthThe pipe shall be supplied in anylaying length agreeable to both the owner and the manufac-turer. Laying length shall not
38、 be less than 99 % of statedquantity when measured in accordance with 7.3.2.6.2.4 Minimum Wall, Crest, Valley and Liner ThicknessThe minimum thickness of pipe sections shall meet therequirements given in Table 2 when measured in accordancewith 7.3.3.6.3 Pipe StiffnessMinimum pipe stiffness at 5 % de
39、flec-tion shall meet the requirements given in Table 2 when testedin accordance with 7.4.NOTE 4The 5 % deflection criterion, which was selected for testingconvenience, is not a limitation with respect to in-use deflection. Theengineer is responsible for establishing the acceptable deflection limit.6
40、.4 Pipe FlatteningThere shall be no evidence ofsplitting, cracking, breaking, separation of seams, separation ofthe outer and inner wall, or combinations thereof, when testedin accordance with 7.5.6.5 Pipe Impact StrengthThere shall be no evidence ofsplitting, cracking, breaking, separation of seams
41、, separation ofthe outer and inner wall, or combinations thereof, whenconditioned in accordance with 7.1 and tested in accordancewith 7.6 and examined under normal light and the unaided eye.The minimum pipe impact strength at 73F (23C) shall be 140ft-lbf (190 J).6.6 Fittings and Joining Systems:6.6.
42、1 Only fittings and joining systems supplied or recom-mended by the pipe manufacturer shall be used. Fittings shallbe installed in accordance with the manufacturers recommen-dations and meet the same material requirements as the pipe.NOTE 5Fittings may be fabricated from the pipe by a variety ofproc
43、esses including hot plate welding, spin welding or other processes.TABLE 2 Pipe Stiffness and Pipe DimentionsPipe InsideDiameterMinimumInsideDiameterInsideDiameterTolerancesMinimumPipeStiffnessat 5 %DeflectionMinimumInner LinerThicknessMinimumOuter LinerThicknessMinimumValleyThicknessMinimumCrownThi
44、cknessin. mm in. mm in. mmlb/in/inkPa in. mm in. mm in. mm in. mm30 750 29.62 752 +0.18/- 0.18 +4.6/-4.6 46 317 0.070 1.8 0.070 1.8 0.081 2.1 0.115 2.936 900 35.40 899 +0.21/- 0.21 +5.3/-5.3 46 317 0.095 2.4 0.095 2.4 0.109 2.8 0.165 4.242 1050 41.31 1049 +0.22/- 0.22 +5.6/-5.6 46 317 0.105 2.7 0.10
45、5 2.7 0.121 3.1 0.165 4.248 1200 47.31 1201 +0.27/- 0.27 +6.9/-6.9 46 317 0.105 2.7 0.105 2.7 0.126 3.2 0.170 4.354 1350 53.32 1354 +0.27/- 0.27 +6.9/-6.9 46 317 0.105 2.7 0.105 2.7 0.131 3.3 0.170 4.360 1500 59.30 1506 +0.31/- 0.31 +7.9/-7.9 46 317 0.105 2.7 0.105 2.7 0.137 3.5 0.210 5.3F2764/F2764
46、M 11a236.6.2 The joining system(s) shall be of a design thatpreserves alignment during construction and prevents separa-tion at the joints while maintaining watertight requirements inaccordance with 6.6.3.6.6.3 Pipe and fittings shall have a watertight bell/spigotjoint that complies with the laborat
47、ory tests defined anddescribed in Specification D3212 and utilizes a gasket thatcomplies with the requirements of Specification F477. Notethat special provisions must be taken in order to join field cutpipe that meets the requirements of Specification D3212. Anycomponent used in the joining material
48、 shall be resistant toeffluents being carried in the pipe.6.6.4 Monolithic retaining bands utilized for the bells onjoining systems shall have a structural tensile resistance oftwice the operational pressure of the pipeline, but no less than21.6 psi, when tested in accordance with 6.6.3. In lieu of
49、a fullSpecification D3212 joint test, it shall be acceptable to exertonly the bell to the internal pressure by either mechanical orhydrostatic means for the appropriate test time in SpecificationD3212. Bell retaining bands, when used, shall show no signs ofcracking, separation, splitting or delamination from the pipeduring this test.6.6.5 A joint proof-of-design test shall be conducted inaccordance with 7.10. This test is
