ASTM F2764-2010e1 Standard Specification for 30 to 60 in [750 to 1500 mm] Polypropylene (PP) Triple Wall Pipe and Fittings for Non-Pressure Sanitary Sewer Applications《非压力生活污水管道用30.pdf

《ASTM F2764-2010e1 Standard Specification for 30 to 60 in [750 to 1500 mm] Polypropylene (PP) Triple Wall Pipe and Fittings for Non-Pressure Sanitary Sewer Applications《非压力生活污水管道用30.pdf》由会员分享，可在线阅读，更多相关《ASTM F2764-2010e1 Standard Specification for 30 to 60 in [750 to 1500 mm] Polypropylene (PP) Triple Wall Pipe and Fittings for Non-Pressure Sanitary Sewer Applications《非压力生活污水管道用30.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F2764 101An 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; the number immediately following the designa

2、tion indicates the year oforiginal adoption or, in the 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.1NOTEAppendix X3 was editorially corrected in

3、 April 2010.1. Scope1.1 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 requirements of this specification are intended toprovide pipe and fittings suitable for undergr

4、ound 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 fittings with a interiorwall, a exterior wall and an annular corrugated profile middlewall (Fi

5、g. 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 equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformanc

6、ewith the standard.1.5 The following precautionary statement applies only toSection 7 of this specification. This standard does not purportto address all of the safety concerns, if any, associated with itsuse. It is the responsibility of the user of this standard toestablish appropriate safety and h

7、ealth practices and deter-mine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A666 Specification for Annealed or Cold-Worked Austen-itic Stainless Steel Sheet, Strip, Plate, and Flat BarD256 Test Methods for Determining the Izod PendulumImpact Res

8、istance of PlasticsD618 Practice for Conditioning Plastics for TestingD638 Test Method for Tensile Properties of PlasticsD790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating MaterialsD792 Test Methods for Density and Specific Gravity (Rela-tive D

9、ensity) of Plastics by DisplacementD1238 Test Method for Melt Flow Rates of Thermoplasticsby Extrusion PlastometerD1505 Test Method for Density of Plastics by the Density-Gradient TechniqueD1600 Terminology for Abbreviated Terms Relating toPlasticsD2122 Test Method for Determining Dimensions of Ther

10、-moplastic Pipe and FittingsD2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Imp

11、act Resis-tance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D2990 Test Methods for Tensile, Compressive, and Flex-ural Creep and Creep-Rupture of PlasticsD3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsD3895 Test Method for Oxid

12、ative-Induction Time of Poly-olefins by Differential Scanning CalorimetryD4101 Specification for Polypropylene Injection and Extru-sion MaterialsD4218 Test Method for Determination of Carbon BlackContent in Polyethylene Compounds By the Muffle-Furnace TechniqueD4389 Specification for Finished Glass

13、Fabrics WovenFrom RovingsD6992 Test Method for Accelerated Tensile Creep andCreep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped IsothermalMethod1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct

14、 responsibility of Subcommittee F17.62 on Sewer.Current edition approved April 15, 2010. Published April 2010. DOI:10.1520/D276410.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume informa

15、tion, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.F412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing

16、Plastic PipeF2136 Test Method for Notched, Constant Ligament-Stress(NCLS) Test to Determine Slow-Crack-Growth Resistanceof HDPE Resins or HDPE Corrugated Pipe2.2 AASHTO Standards:3LRFD, Section 12 AASHTO LRFD Bridge Design Speci-fications Section 12 Buried Structures and Tunnel Liners2.3 Federal Sta

17、ndard:4Fed. Std. No. 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 abbreviatio

18、n for polypropyleneis PP.3.2 Definitions of Terms Specific to This Standard:3.3 triple wall, nIn this case, the triple pipe wall construc-tion provides an interior wall in the waterway, an exterior wallto the soil, and includes ribs, corrugations, or other shapes,which can be either solid or hollow,

19、 that helps brace the pipeagainst 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 eac

20、h pipe diameter involved,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 u

21、sed in the manufactureof 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 testi

22、ng of molded specimensshall be accordance with the requirements in SpecificationD4101. For slow crack-growth resistance of the pipe corruga-tion, and inner and exterior walls, PP resins shall be evaluatedusing the notched constant ligament stress (NCLS) test accord-ing to the procedure described in

23、7.7.1. The average failuretime of the five test specimens shall exceed 100 h with nosingle test specimens failure time less than 71 h. Compoundsshall be tested and validated on an annual basis or for any newformulations.5.2 Color and Ultraviolet Stabilization for Pipe andFittingsThe pipe shall be co

24、lored or black. Black polypro-pylene compounds shall have between 2.0 and 3.0 percentcarbon black when tested in accordance with the procedures inTest Method D4218. Colored polypropylene compounds shallbe protected from Ultraviolet (UV) degradation with UVstabilizers.5.3 Rework PlasticClean polyprop

25、ylene 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 t

26、hermoplastic elastomeric compounds used in the manu-facture of sealing rings or gaskets shall meet the requirementsof Specification F477.3Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.trans

27、portation.org.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 PropertiesMelt Flow Rate D1238 g/10 min 0.25 230C 1.50 230CDen

28、sity D792, D1505 lb/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)IZOD Impact Strength (730F 230C) D256 ft-lb/in2kJ/m2 2

29、3.8 (50) No BreakOxidative-Induction Time (392F 200C) D3895 min 25 200F2764 10125.5 LubricantThe lubricant used for assembly of gasketedjoints shall have no detrimental effect of the gasket or on thepipe.5.6 Bell Retaining BandsMonolithically formed bands inor on the external wall of the bell, when

30、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 steel (Specifica-tion A666).NOTE 1Compound and mater

31、ial 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 Requirements6.1 WorkmanshipThe pipe and fittings shall be homo

32、ge-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 thewall integrity. The ends shall be cut cleanly and

33、 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 Inside DiameterThe minimum inside di-ameter shall b

34、e 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 diameter is the nominaldiameter plus or minus the ins

35、ide 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 specification are not specified; therefore, compati

36、bil-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 be less than 99 % of statedquantity when measured i

37、n 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 % deflec-tion shall meet the requirements given in Table

38、 3 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.6.4 Pipe FlatteningThere shall be no evidence of spli

39、t-ting, cracking, breaking, separation of seams, separation of theouter and inner wall, or combinations thereof, when tested inaccordance with 7.5.6.5 Pipe Impact StrengthThere shall be no evidence ofsplitting, cracking, breaking, separation of seams, separation ofthe outer and inner wall, or combin

40、ations 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:6.6.1 Only fittings and joining systems supplied or re

41、com-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 ofprocesses including hot plate welding, spin welding or

42、 other processes.6.6.2 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 t

43、he laboratory tests defined anddescribed in Test Method 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

44、material 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

45、lieu of a fullTABLE 2 Pipe Stiffness and Pipe DimentionsPipe InsideDiameterMinimumInsideDiameterInsideDiameterTolerancesMinimumPipe Stiffnessat 5 %DeflectionMinimumInner LinerThicknessMinimumOuter LinerThicknessMinimumValleyThicknessMinimumCrownThicknessin. mm in. mm in. mm lb/in/in kPa in. mm in. m

46、m 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 0.105 2.7 0.121 3.1 0.165 4.248 1200 47.31 1201 +0.27/

47、- 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 1013Specification D3212 joint test, it shall be accepta

48、ble 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

49、-design test shall be conducted inaccordance with 7.10. This test is a one time validation test forthe specific pipe diameter, gasket and joint configurationsupplied by the manufacturer.6.7 Creep Rupture StrengthSpecimens fabricated in thesame manner and composed of the same materials as thefinished pipe shall have a 50-year creep rupture tensile strengthat 73F (23C) not less than 1000 psi (7 MPa), whendetermined in accor