ASTM F2435-2007 Standard Specification for Steel Reinforced Polyethylene (PE) Corrugated Pipe《钢筋聚乙烯(PE)波纹管的标准规范》.pdf

1、Designation: F 2435 07Standard Specification forSteel Reinforced Polyethylene (PE) Corrugated Pipe1This standard is issued under the fixed designation F 2435; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisio

2、n. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers requirements and test methodsfor materials, dimensions, workmanship, elongation, impactresistance, pipe

3、 stiffness, perforations, and markings for steelreinforced corrugated polyethylene (PE) piping systems ofnominal sizes 8 in. (200 mm), through 80 in. (2000 mm). Thesteel reinforced polyethylene pipes governed by this standardare intended for use in underground applications where soilprovides support

4、 for their flexible walls. These pipes will beused to collect or convey stormwater runoff for storm sewersand drainage pipes, or both.1.2 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

5、 information onlyand are not considered standard.1.3 There is no similar or equivalent ISO standard.1.4 This standard does 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 heal

6、th practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A 591/A 591M Specification for Steel Sheet, ElectrolyticZinc-Coated, for Light Coating Weight Mass Applica-tions3A 653/A 653M Specification for Steel Sheet, Zinc-Coated(Gal

7、vanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip ProcessA 1008/A 1008M Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy,High-Strength Low-Alloy with Improved Formability, So-lution Hardened, and Bake HardenableD 618 Practice for Conditioning Pla

8、stics for TestingD 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD 2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD 2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe

9、 by Parallel-Plate LoadingD 3212 Specification for Joints for Drain and Sewer PlasticPipes Using Flexible Elastomeric SealsD 3350 Specification for Polyethylene Plastics Pipe andFittings MaterialsF 412 Terminology Relating to Plastic Piping SystemsF 449 Practice for Subsurface Installation of Corrug

10、atedPolyethylene Pipe forAgricultural Drainage or Water TableControlF 477 Specification for Elastomeric Seals (Gaskets) forJoining Plastic PipeF 2136 Test Method for Notched, Constant Ligament-Stress(NCLS) Test to Determine Slow-Crack-Growth Resistanceof HDPE Resins or HDPE Corrugated Pipe2.2 AASHO

11、Standard4Standard Specification for Highway Bridges, Division II,Section 30, “Metal Culverts.”2.3 Federal Standards:5Fed. Std. No. 123 Marking for Shipment (Civil Agencies)2.4 Military Standards:5MIL-STD-129 Marking for Shipment and Storage3. Terminology3.1 DefinitionsDefinitions used in this specif

12、ication are inaccordance with Terminology F 412, unless otherwise noted.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.11 onComposite.Current edition approved May 1, 2007. Published June 2007. Original

13、lyapproved in 2005. Last previous edition approved in 2005 as F 2435052For 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

14、 website.3Withdrawn.4Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.5Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.1Copy

15、right ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.2 Definitions of Terms Specific to This Standard:3.2.1 double-wall, adjpolyethylene corrugated pipe withsteel reinforcing helical V-shaped profiles encapsulated withinthe corrugations and

16、with an closed channel on the inside of thepipe (See Fig. 1).3.2.2 single-wall, adjpolyethylene corrugated pipe withsteel reinforcing helical V-shaped profiles encapsulated withinthe corrugations and with a open channel on the inside of thepipe (See Fig. 2).3.2.3 triple-wall, adjpolyethylene corruga

17、ted pipe withsteel reinforcing profiles either helical V-shaped profiles orU-shaped profiles encapsulated within the corrugations andwith steel reinforcing helical flat profiles encapsulated withinthe exterior polyethylene layer and with a closed channel(polyethylene layer) on the inside of the pipe

18、 (See Fig. 3 andFig. 4).4. Significance and Use4.1 Steel reinforced corrugated PE pipes are used forunderground applications where soil provides support to theirflexible walls. Their major use is to collect or convey stormwater run-off for sewers and drains, or both.4.2 Exclusions from recommended u

19、se:4.2.1 Permanent exposure to sunlight and exposure tochemicals whose compatibility with the pipe and fittings is notknown.5. Materials5.1 Polyethylene Materials:5.1.1 Polyethylene compounds used in the manufacture ofsteel reinforced corrugated PE drainage pipe shall meet orexceed the requirements

20、of cell classification of 444430C asdefined and described in Specification D 3350.5.1.2 Slow crack growth resistance of the polyethylenenatural resin shall be determined by testing in accordance withTest Method F 2136. The applied stress shall be 600 psi (4100kPa). The test specimens must exceed 24

21、h with no failures.Testing shall be done on polyethylene material taken from thefinished pipe.5.1.3 Carbon Black ContentMinimum 2.0 wt. % to amaximum 3.0 wt. % of the total of the polyethylene compound.5.2 Steel Materials:5.2.1 The minimum thickness of the steel profiles shall be0.0078 inches (0.20

22、mm) and the minimum yield strength shallnot be less than 20 ksi (140 MPa). The steel substrate shallconform either to Specification A 1008/A 1008M and have azinc-galvanized coating shall have a minimum zinc coatingdesignation of 20Z (intermediate coating) as defined in Speci-fication A 591/A 591M or

23、 to Specification A 653/A 653M andhave a zinc coating design of G40 as defined in SpecificationA 653/A 653M.5.2.2 Steel Material ContentMaximum 46 % (62%)ofthe total weight of the pipe. The steel material is fullyencapsulated by the polyethylene material with a minimumthickness of the polyethylene o

24、f 0.055 in. (1.4 mm) forsingle-wall and double-wall pipe and 0.020 in. (0.5 mm) fortriple-wall pipe.5.3 Rework MaterialRework material is not to be used inthe manufacture of this product.5.4 GasketsElastomeric gaskets shall comply with therequirements specified in Specification F 477.5.5 LubricantTh

25、e lubricant used for assembly of gasketedjoints shall have no detrimental effect on the gasket or on thepipe.6. Requirements6.1 WorkmanshipThe inside and outside surfaces of thepipe shall be semi-matte or glossy in appearance and free ofchalking, sticky, or tacky materials. The pipe wall shall notha

26、ve cracks, holes, blisters, voids, foreign inclusions or otherdefects that are visible to the naked eye and that can affect thewall integrity or the bonding to the steel reinforcement. Holesdeliberately placed in perforated pipe are permitted. Thesurface shall be free of bloom.6.2 Pipe Dimensions an

27、d Tolerances:6.2.1 Pipe Dimensions (for both perforated and non-perforated pipe) shall comply with Table 1 for single-wall anddouble-wall pipe and Table 2 for triple-wall pipe, whenmeasured in accordance with Test Method D 2122.6.2.2 Inside DiameterThe tolerance on the nominal insidediameter shall b

28、e 62.0 %, when measured in accordance withsection 8.3.6.2.3 Outside DiameterThe tolerance on the nominaloutside diameter shall be 62.0 %, when measured in accor-dance with section 8.4.6.2.4 Wall ThicknessThe tolerance of the minimum wallthickness of the waterway of the pipe (see Tables 1 and 2) shal

29、lbe +35 % when measured in accordance with 8.5.6.2.5 LengthThe pipe shall be sold in any length agree-able to the user. Length shall not be less than 99 % of thespecified length when measured in accordance with section 8.6.6.3 Perforations:6.3.1 Drainage PipeWhen perforations are necessarythey shall

30、 be cleanly cut and uniformly spaced along the lengthFIG. 1 Double - Wall Steel Reinforced Corrugated PolyethylenePipeF2435072and circumference of the pipe in a size, shape, and patternsuited to the needs of the user. Perforations shall be in thevalley portion of the pipe. The reinforcing steel mate

31、rial shallnot be exposed by these perforations.6.3.2 The inlet area of the perforations shall be a minimumof 1 in.2/ft (21 cm2/m) of pipe.6.4 Pipe StiffnessThe pipe shall have a minimum pipestiffness as shown in Table 1 and Table 2 at 5 % deflection,when tested in accordance with section 8.7.NOTE 1T

32、he 5 % deflection criteria was selected for testing conve-nience and should not be considered as a limitation with respect to in-usedeflection.6.5 Bonding of the Steel to the PolyethyleneThe mechani-cal bond between the steel reinforcement and the polyethyleneshall be greater than the tensile streng

33、th of the polyethyleneresin required for this standard. It shall not be possible toseparate any two layers with a probe or with the point of a knifeblade so that the layers separate cleanly, or the probe or knifemoves freely between the layers. There shall be no separationof the polyethylene from th

34、e steel reinforcing plate, when thepipe is deflected 40 %, in accordance with Test MethodD 2412.6.6 Fitting Requirements:FIG. 2 Single - Wall Steel Reinforced Corrugated PolyethylenePipeFIG. 3 Triple-Wall Steel Reinforced Corrugated Polyethylene Pipe-Type AF24350736.6.1 The fittings shall not reduce

35、 or impair the overallintegrity or function of the pipeline.6.6.2 Fittings shall be supplied with joints compatible withthe overall system. All joints for watertight gravity flow sewersystems shall meet the requirements of 6.6.3.1. All other jointsshall meet the requirements of a soil tight joint un

36、less other-wise specified by the manufacturer.6.6.3 Joint Tightness:6.6.3.1 Watertight JointsGasketed watertight joints, whenutilized, shall meet the requirements of Specification D 3212using a pressure of a 10.8 psi (74 kPa) and a vacuum of 10.8psi (74 kPa).6.6.3.2 Soil-tight Joints Soil tight join

37、ts are specified as afunction of opening size, channel length and backfill particlesize. If the size of the opening exceeds 3 mm, the length of thechannel shall be at least four times the size of the opening. Abackfill material containing a high percentage of fine-gradedsoils requires investigation

38、for the specific type of joint to beused to guard against soil infiltration. Information regardingjoint soil tightness criteria can be found in AASHTOs Stan-dard Specification for Highway Bridges, Division II, Section30, “Metal Culverts”.6.6.3.3 Silt-tight jointsSilt tight joints shall be used where

39、the backfill material has a high percentage of fines. Silt tightjoints shall meet laboratory tests in accordance with TestMethod D 3212 except that the joint shall be tested using 2.0psi (14 kPa).6.6.4 Where these connections are not practical or undesir-able because of space, layout, or other requi

40、rements, joiningmethods such as external snap couplers, split couplers, and soforth that are equally effective are to be used.NOTE 2Only fittings and couplers supplied or recommended by thepipe manufacturer shall be used.FIG. 4 Triple-Wall Steel Reinforced Corrugated Polyethylene Pipe-Type BTABLE 1

41、Nominal Pipe Sizes, Dimensions, and Pipe Stiffness for Single - Wall Pipe and Double - Wall PipeNominal PipeSizeInsideDiameterOutsideDiameterPitch MinimumWaterway WallPipe Stiffnessin.(mm)in.(mm)in.(mm)in.(mm)in.(mm)psi(MPa)8 (200) 8.0 (203) 9.10 (231.1) 2.16 (54.9) 0.13 (3.3) 58 (0.40)10 (250) 10.0

42、 (254) 10.95 (278.1) 2.16 (54.9) 0.13 (3.3) 58 (0.40)12 (300) 12.0 (305) 13.12 (333.2) 2.16 (54.9) 0.13 (3.3) 58 (0.40)18 (450) 18.0 (457) 19.58 (497.3) 2.63 (66.8) 0.165 (4.2) 58 (0.40)24 (600) 24.0 (610) 26.56 (674.6) 3.42 (86.7) 0.165 (4.2) 58 (0.40)28 (700) 28.0 (711) 30.85 (783.6) 3.85 (97.8) 0

43、.204 (5.2) 58 (0.40)32 (800) 32.0 (813) 35.11 (891.8) 4.25 (108.0) 0.212 (5.4) 58 (0.40)36 (900) 36.0 (914) 39.4 (1000.8) 4.88 (123.9) 0.272 (6.9) 58 (0.40)40 (1000) 40.0 (1016) 47.20 (1198.9) 6.69 (170.0) 0.382 (9.7) 58 (0.40)45 (1125) 44.0 (1118) 51.73 (1313.9) 7.48 (190.0) 0.402 (10.2) 58 (0.40)4

44、8 (1200) 48.0 (1219) 56.42 (1432.1) 8.07 (205.0) 0.425 (10.8) 58 (0.40)54 (1375) 54.0 (1372) 63.12 (1602.2) 8.85 (224.8) 0.449 (11.4) 58 (0.40)61 (1525) 61.0 (1524) 70.41 (1787.4) 9.25 (235.0) 0.469 (11.9) 58 (0.40)67 (1675) 67.0 (1676) 76.40 (1939.1) 9.25 (235.0) 0.492 (12.5) 58 (0.40)73 (1825) 73.

45、0 (1829) 82.98 (2106.7) 9.25 (235.0) 0.512 (13.0) 58 (0.40)80 (2000) 80.0 (2032) 91.25 (2316.8) 9.25 (235.0) 0.512 (13.0) 58 (0.40)F24350747. Sampling and Retest7.1 SamplingSamples of pipe and fittings sufficient todetermine conformance with this specification shall be taken atrandom from stock by t

46、he testing agency. Samples shall berepresentative of the product type under consideration.7.2 Retest and Rejection.Retesting in the event of a testfailure shall be conducted on samples from the failed lot onlyunder an agreement between purchaser and seller. There shallbe no changes to the test proce

47、dures or the requirements.8. Test Methods8.1 Conditioning Test SpecimensCondition the specimenprior to test at 73.4 6 3.6F (23 6 2C) and 50 6 5 % relativehumidity for not less than 24 h prior to the test, in accordancewith Procedure A in Practice D 618 for those tests whereconditioning is required,

48、unless otherwise specified.8.2 Test ConditionsConduct tests in a laboratory atmo-sphere of 73.4 6 3.6F (23 6 2C) and 50 6 5 % relativehumidity, unless otherwise specified.8.3 Inside DiameterMeasure the inside diameter of three1-ft (300-mm) long specimens, with any suitable deviceaccurate to 6132 in.

49、 (0.8 mm), at two positions, namely, anypoint in the circumferential direction and 90 from this point,and average the six measurements.8.4 Outside DiameterMeasure the outside diameter ofthree, 1-ft (300-mm) long specimens, with any suitable deviceaccurate to 6132 in. (0.8 mm), at two positions, namely, anypoint in the circumferential direction and 90 from this point,and average the six measurements.8.5 Pipe wallmeasure the wall thickness, in the waterway,in the gaps between the profile.8.6 LengthMeasure the pipe with any suitable deviceaccurat