ANSI ASTM F1697-2009 Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit《现有下水管和管道的.pdf

1、Designation: F1697 09 (Reapproved 2015)Standard Specification forPoly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers andConduit1,2This standard is issued under the fixed designation F1697; the number immediately following the designation ind

2、icates 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.1. Scope*1.1 This specification covers requirements a

3、nd test methodsfor materials, dimensions, workmanship, stiffness factor, ex-trusion quality, and a form of marking for extruded poly(vinylchloride) (PVC) profile strips used for machine made fieldfabrication of spirally wound pipe liners in the rehabilitation ofa variety of gravity applications such

4、 as sanitary sewers, stormsewers, and process piping in diameters of 6 to 180 in. and forsimilar sizes of non-circular pipelines such as arched or ovalshapes and rectangular shapes.1.2 Profile strip produced to this specification is for use infield fabrication of spirally wound liner pipes in nonpre

5、ssuresewer and conduit rehabilitation, where the spirally woundliner pipe is expanded until it presses against the interiorsurface of the existing sewer or conduit, or, alternatively, wherethe spirally wound liner pipe is inserted as a fixed diameter intothe existing sewer or conduit and the annular

6、 space between theliner pipe and the existing sewer or conduit is grouted.1.3 This specification includes extruded profile strips madeonly from materials specified in 5.1.1.4 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversi

7、ons to SI units that are provided for information onlyand are not considered standard.1.5 The following precautionary caveat pertains only to thetest method portion, Section 11, of this specification: Thisstandard does not purport to address all of the safety concerns,if any, associated with its use

8、. 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.2. Referenced Documents2.1 ASTM Standards:3A167 Specification for Stainless and Heat-ResistingChromium-Nickel Steel Plate

9、, Sheet, and Strip (With-drawn 2014)4A176 Specification for Stainless and Heat-Resisting Chro-mium Steel Plate, Sheet, and Strip (Withdrawn 2015)4A653/A653M Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip ProcessA879/A879M Specification f

10、or Steel Sheet, Zinc Coated bythe Electrolytic Process for Applications Requiring Des-ignation of the Coating Mass on Each SurfaceA924/A924M Specification for General Requirements forSteel Sheet, Metallic-Coated by the Hot-Dip ProcessD618 Practice for Conditioning Plastics for TestingD790 Test Metho

11、ds for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating Materi-alsD883 Terminology Relating to PlasticsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride

12、)(CPVC) CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2152 Test Method for Adequacy of Fusion of ExtrudedPoly(Vinyl Chloride) (PVC) Pipe and Molded Fittings byAcetone Immersion1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPi

13、ping Systems and is the direct responsibility of Subcommittee F17.67 onTrenchless Plastic Pipeline Technology.Current edition approved March 1, 2015. Published April 2015. Originallyapproved in 1996. Last previous edition approved in 2009 as F169709. DOI:10.1520/F1697-09R15.2The rehabilitation of ex

14、isting pipelines and conduits by the insertion of a spiralwound liner pipe is covered by patents. (RibLoc Group Limited, Dry Creek, SouthAustralia, Australia and Danby of North America, Inc., Cary, NC, USA). Interestedparties are invited to submit information regarding the identification of acceptab

15、lealternatives to this patented item to the Committee on Standards, ASTMHeadquarters, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. Yourcomments will receive careful consideration at a meeting of the responsibletechnical committee which you may attend.3For referenced ASTM standards, visit

16、 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.4The last approved version of this historical standard is referenced onwww.astm.org.*A Summary of

17、Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1F412 Terminology Relating to Plastic Piping SystemsF1741 Practice for Installation of Machine Spiral WoundPoly (Vinyl Chloride) (PVC) L

18、iner Pipe for Rehabilitationof Existing Sewers and ConduitsNOTE 1F1741 Practice for Installation of Machine Spiral Wound Poly(Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewersand Conduits, is an accompanying standard to this document.2.2 Federal Standard:Federal Standard No. 123

19、 Marking for Shipment (CivilAgencies)52.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage53. Terminology3.1 GeneralDefinitions are in accordance with Terminolo-gies D883 and F412. Abbreviations are in accordance witherminology D1600, unless otherwise indicated.3.2 Definitions of Terms

20、 Specific to This Standard:3.2.1 extruded PVC profile stripsa product, available invarious widths, consisting of a smooth inside surface and aribbed outer surface with mechanically locked male and femaleedges which are self interlocking, or separate locking stripswhich serve the same purpose. TypeAa

21、nd Type B are differentprofiles an are installed by different installation methods. (SeeFig. 1 and Table 1 for Type A and Fig. 2 and Table 2 for TypeB.)3.2.2 non-circular pipearched, oval or rectangular, or acombination thereof, shaped pipes.3.2.3 production runa continuous extrusion of a givenprofi

22、le type.3.2.4 spirally wound liner pipea product field fabricatedfrom extruded PVC profile strip into a round, or non-circularshape such as arched or oval or rectangular pipe (see Fig. 3).3.2.5 steel reinforcementa shaped steel strip or clip in-serted into the inside of the PVC profile to provide ad

23、ditionalreinforcement and stiffening (See Fig. 4 and Fig. 5.)4. Application of Materials4.1 The profile strip designations specified in Table 1 maybe used for a range of existing sewer and conduit diameters.The selection of the profile designation to be used should bedetermined based on analysis of

24、installation conditions.4.2 The steel reinforcing strips shall be used to reinforce theextruded PVC profile strip where required by the designconditions, such as for pipes under high soil, surcharge or liveloads throughout the design life. The steel reinforcing stripsmay be used to maintain the prof

25、ile position during grouting.5. Materials and Manufacture5.1 PVC MaterialsThe extruded profile strip shall bemade from PVC compound meeting all the minimum require-ments for Cell Classifications 12344 or 13454 or higher, asdefined in Specification D1784.5.2 Steel MaterialsThe steel reinforcing strip

26、 shall bemade of zinc-galvanized coated steel or stainless steel asdefined in Specifications A879/A879M, A167, A176, A924/A924M or A653/A653M.5.3 Rework MaterialClean rework material generatedfrom the manufacturers own extruded PVC strip productionmay be used by the same manufacturer provided extrud

27、edprofile strip produced meets all the requirements of thisspecification.6. Other Requirements6.1 Stiffness FactorStiffness factor values for the extrudedprofile strip shall comply with Table 1 when tested in accor-dance with 11.3.6.2 Acetone ImmersionThe profile strip shall not flake ordisintegrate

28、 when tested in accordance with 11.4.NOTE 2This is intended only for use as a quality control test and notfor use as a simulated service test.7. Dimensions and Permissible Variation7.1 Width of Profile StripThe width of the profile stripshall meet the requirements given in Table 1 when measured inac

29、cordance with 11.2.1.7.2 Height of Profile StripThe height of the profile stripshall meet the requirements given in Table 1 when measured inaccordance with 11.2.2.7.3 Waterway Wall ThicknessThe waterway wall thick-ness of the profile strip shall meet the requirements given inTable 1 when measured in

30、 accordance with 11.2.3.5Available from DLA Document Services, Building 4D, 700 Robbins Ave.,Philadelphia, PA 19111-5094, http:/quicksearch.dla.mil.NOTE 1For values of width, height, and waterway minimum wall, see Table 1.FIG. 1 Type A-Typical PVC Profile StripF1697 09 (2015)2TABLE 1 Type A-Typical

31、Profile Strip Dimensions and Stiffness FactorsProfileTypeMinimum Width, W Minimum Height, H Waterway Minimum Wall, T Minimum Stiffness Factor, (EI)Ain. (mm) in. (mm) in. (mm) in.3-lbf/in.2(MPa-mm3)1 2.00 (51.0) 0.216 (5.5) 0.063 (1.60) 188.0 (21.2 103)2 3.14 (80.0) 0.314 (8.0) 0.063 (1.60) 561 (63.4

32、 103)3 4.76 (121.0) 0.511 (13.0) 0.083 (2.10) 2148 (242.7 103)4 4.33 (110.0) 0.480 (12.2) 0.040 (1.00) 1600.0 (180.8 103)5 8.00 (203.2) 0.488 (12.4) 0.060 (1.50) 1600.0 (180.8 103)6 12.00 (304.8) 0.488 (12.4) 0.060 (1.50) 1600.0 (180.8 103)AStiffness factor listed is the minimum value that will be p

33、rovided by the manufacturer for the given profile type.FIG. 2 Type B-Typical PVC Profile StripTABLE 2 Type B-Typical Profile Strip Dimensions and Stiffness FactorsProfileTypeMinimum Width, W Minimum Height, H Waterway Minimum Wall, T Minimum Stiffness Factor, (EI)Ain. (mm) in. (mm) in. (mm) in.3-lbf

34、/in.2(MPa-mm3)1 3.19 (81.0) 0.32 (8.10) 0.06 (1.44) 362.5 409552 3.09 (78.3) 0.42 (10.71) 0.06 (1.62) 745.0 841273 2.84 (72.0) 0.58 (14.67) 0.09 (2.34) 1946.3 2199004 2.80 (71.1) 0.76 (19.35) 0.12 (3.06) 3971.0 4486565 2.81 (71.28) 1.12 (28.53) 0.15 (3.69) 14116.0 15949006 3.60 (91.44) 0.56 (14.22)

35、0.06 (1.44) 1513.8 171042AStiffness factor listed is the minimum value that will be provided by the manufacturer for the given profile type.FIG. 3 Typical Spiral-Wound Liner PipeFIG. 4 Steel Reinforcing Strip Type AF1697 09 (2015)38. Workmanship, Finish, and Appearance8.1 The extruded profile strip

36、shall be homogeneousthroughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The extruded profile stripshall be as uniform as commercially practical in color, opacity,density, and other physical properties.9. Significance and Use9.1 The requirements of this spec

37、ification are intended toprovide extruded PVC profile strip suitable for the fieldfabrication of spirally wound liner pipe for the rehabilitation ofexisting pipelines and conduits conveying sewage, processflow, and storm water under gravity flowconditions.NOTE 3Industrial waste disposal lines should

38、 be installed only withthe specific approval of the cognizant code authority since chemicals notcommonly found in drains and sewers and temperatures in excess of140F (60C) may be encountered.10. Sampling10.1 Samples of extruded profile strip of sufficient length toconduct the necessary quality contr

39、ol tests shall be cut fromeach extrusion production run of a given profile designation.10.2 The frequency of sampling shall be as agreed uponbetween the purchaser and the seller.10.3 Initial and retest samples shall be drawn from the sameproduction run.11. Test Methods11.1 Test ConditionsConduct tes

40、ts in the standard labora-tory atmosphere of 73.4 6 3.6F (23 6 2C) and 50 6 5%relative humidity, with test specimens conditioned in accor-dance with Procedure A of Practice D618, unless otherwisespecified in the test methods or in this specification.11.2 Extruded Profile Dimensions:11.2.1 Width of P

41、rofile StripMeasure the width of theprofile strip in accordance with the applicable sections of TestMethod D2122 for determining length of pipe.11.2.2 Height of Profile StripMeasure the height of theprofile strip in accordance with the applicable sections of TestMethod D2122 for determining wall thi

42、ckness. Measurementsshall be made from the smooth surface to the outer surface ofthe ribs.11.2.3 Wall ThicknessMeasure the wall thickness of thethinnest cross section of the waterway in the gaps between ribsin accordance with Test Method D2122.11.3 Stiffness FactorA flat (no curvature) specimen notl

43、ess than 12 in. (300 mm) long, including an assembled joint,shall be prepared from each production run. Using the speci-men oriented as shown in Fig. 6, the stiffness factor shall bedetermined in accordance with Test Methods D790, TangentModulus of Elasticity, Procedure B, where the equation for EBi

44、s replaced by EI=L3m/48 b. Procedure B of Test MethodsD790 shall be used in this test. The calculated stiffness factorFIG. 5 Steel Reinforcing Strip Type BFIG. 6 Stiffness Factor Specimen OrientationF1697 09 (2015)4shall equal or exceed the minimum value listed in Table 1 forthe profile type tested.

45、NOTE 4The stiffness factors determined by test should not be used tocalculate pipe stiffness.11.4 Acetone ImmersionTests shall be run in accordancewith Test Method D2152 on profile strip samples. This proce-dure is used for determining the extrusion quality of extrudedPVC profile strip as indicated

46、by reaction to immersion inanhydrous acetone. It is applicable only for distinguishingbetween unfused and properly fused PVC.11.5 Joint TightnessEach profile type in Table 1 shall betested for joint tightness.11.5.1 Fabricate a length of spiral-wound liner pipe, eitherexpanded or fixed diameter, wit

47、h a minimum length of sixtimes the outside diameter. Assemble this length of liner pipeas shown in Fig. 7. The opening may be sealed using end capsor mechanical sealing devices.11.5.2 Perform the pressure and vacuum tests as describedin 11.5.5 and 11.5.6 on the liner pipe in straight alignment.11.5.

48、3 Suitably restraining the pipe deflect it to form aminimum angle of 10 at a bend radius specified by themanufacturer as shown in Fig. 8. Hold this position andperform pressure and vacuum tests as described in 11.5.5 and11.5.6.NOTE 5As an example some profile liner pipe manufacturers recom-mend a be

49、nd radius equal to 150 times the pipe outside diameter.11.5.4 Restrain the liner pipe at both ends as shown in Fig.8, Fig. 9 and apply a load at the middle of the liner pipe untilthe point of load application has moved downward 5 % of theliner pipes outside diameter. Hold this position and performpressure and vacuum tests as described in 11.5.5 and 11.5.6.11.5.5 Internal Pressure TestFill the liner pipe assemblywith water. Apply a pressure of 10.8 psi (74 kPa) (gage) (25-ft.head) for 10 min. Visible leaks in the joint constitute fai