ASTM F1697-2018 Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit.pdf

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1、Designation: F1697 09 (Reapproved 2015)F1697 18Standard 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 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.1. Scope*1.1 This specification covers requir

3、ements and test methods for materials, dimensions, workmanship, stiffness factor, extrusionquality, and a form of marking for extruded poly(vinyl chloride) (PVC) profile strips used for machine made field fabrication ofspirally wound pipe liners in the rehabilitation of a variety of gravity applicat

4、ions such as sanitary sewers, storm sewers, andprocess piping in diameters of 6 to 180 in. and for similar sizes of non-circular pipelines such as arched or oval shapes andrectangular shapes.1.2 Profile strip produced to this specification is for use in field fabrication of spirally wound liner pipe

5、s in nonpressure sewerand conduit rehabilitation, where the spirally wound liner pipe is expanded until it presses against the interior surface of theexisting sewer or conduit, or, alternatively, where the spirally wound liner pipe is inserted as a fixed diameter into the existingsewer or conduit an

6、d the annular space between the liner pipe and the existing sewer or conduit is grouted.1.3 This specification includes extruded profile strips made only from materials specified in 5.1.1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are math

7、ematicalconversions to SI units that are provided for information only and are not considered standard.1.5 The following precautionary caveat pertains only to the test method portion, Section 11, of this specification: This standarddoes not purport to address all of the safety concerns, if any, asso

8、ciated with its use. It is the responsibility of the user of thisstandard to establish appropriate safety safety, health, and healthenvironmental practices and determine the applicability ofregulatory limitations prior to use.1.6 This international standard was developed in accordance with internati

9、onally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:3A167 Specif

10、ication for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip (Withdrawn 2014)4A176 Specification for Stainless and Heat-Resisting Chromium Steel Plate, Sheet, and Strip (Withdrawn 2015)4A653/A653M Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Co

11、ated (Galvannealed) by theHot-Dip ProcessA879/A879M Specification for Steel Sheet, Zinc Coated by the Electrolytic Process for Applications Requiring Designation ofthe Coating Mass on Each SurfaceA924/A924M Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Proces

12、s1 This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on TrenchlessPlastic Pipeline Technology.Current edition approved March 1, 2015April 1, 2018. Published April 2015July 2018. Originally approved in

13、1996. Last previous edition approved in 20092015 asF1697F169709(2015).09. DOI: 10.1520/F1697-09R15.10.1520/F1697-18.2 The rehabilitation of existing pipelines and conduits by the insertion of a spiral wound liner pipe is covered by patents. (RibLoc Group Limited, Dry Creek, SouthAustralia, Australia

14、 and Danby of North America, Inc., Cary, NC, USA). Interested parties are invited to submit information regarding the identification of acceptablealternatives to this patented item to the Committee on Standards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. Your comment

15、s willreceive careful consideration at a meeting of the responsible technical committee which you may attend.3 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the stan

16、dards Document Summary page on the ASTM website.4 The last approved version of this historical standard is referenced on www.astm.org.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous versio

17、n. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes sectio

18、n appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1D618 Practice for Conditioning Plastics for TestingD790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical I

19、nsulating MaterialsD883 Terminology Relating to PlasticsD1600 Terminology for Abbreviated Terms Relating to PlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)CompoundsD2122 Test Method for Determining Dimensions of Thermoplastic Pip

20、e and FittingsD2152 Test Method for Adequacy of Fusion of Extruded Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by AcetoneImmersionF412 Terminology Relating to Plastic Piping SystemsF1741 Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitati

21、on of ExistingSewers and ConduitsNOTE 1F1741 Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers andConduits, is an accompanying standard to this document.2.2 Federal Standard:Federal Standard No. 123 Marking for Shipment (Ci

22、vil Agencies)52.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage53. Terminology3.1 GeneralDefinitions are in accordance with Terminologies D883 and F412. Abbreviations are in accordance witherminologyTerminology D1600, unless otherwise indicated.3.2 Definitions of Terms Specific to T

23、his Standard:3.2.1 extruded PVC profile stripsa product, available in various widths, consisting of a smooth inside surface and a ribbedouter surface with mechanically locked male and female edges which are self interlocking, or separate locking strips which servethe same purpose. Type A and Type B

24、are different profiles anand are installed by different installation methods. (See Fig. 1 andTable 1 for Type A and Fig. 2 and Table 2 for Type B.)3.2.2 non-circular pipearched, oval or rectangular, or a combination thereof, shaped pipes.3.2.3 production runa continuous extrusion of a given profile

25、type.3.2.4 spirally wound liner pipea product field fabricated from extruded PVC profile strip into a round, or non-circular shapesuch as arched or oval or rectangular pipe (see Fig. 3).3.2.5 steel reinforcementa shaped steel strip or clip inserted into the inside of the PVC profile to provide addit

26、ionalreinforcement and stiffening (See Fig. 4 and Fig. 5.)4. Application of Materials4.1 The profile strip designations specified in Table 1 may be used for a range of existing sewer and conduit diameters. Theselection of the profile designation to be used should be determined based on analysis of i

27、nstallation conditions.4.2 The steel reinforcing strips shall be used to reinforce the extruded PVC profile strip where required by the design conditions,such as for pipes under high soil, surcharge or live loads throughout the design life. The steel reinforcing strips may be used tomaintain the pro

28、file position during grouting.5 Available 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 1825. Materials and Manuf

29、acture5.1 PVC MaterialsThe extruded profile strip shall be made from PVC compound meeting all the minimum requirements forCell Classifications 12344 or 13454 Classifications 13354 (for TypeA) or 12344 (for Type B) or higher, as defined in SpecificationD1784.5.2 Steel MaterialsThe steel reinforcing s

30、trip shall be made of zinc-galvanized coated steel or stainless steel as defined inSpecifications A879/A879M, A167, A176, A924/A924M or A653/A653M.5.3 Rework MaterialClean rework material generated from the manufacturers own extruded PVC strip production may beused by the same manufacturer provided

31、extruded profile strip produced meets all the requirements of this specification.TABLE 1 Type A-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/in.2 (MPa-mm

32、3)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 (63.4 103)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)

33、 0.488 (12.4) 0.060 (1.50) 1600.0 (180.8 103)A Stiffness factor listed is the minimum value that will be provided 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 Min

34、imum Height, H Waterway Minimum Wall, T Minimum Stiffness Factor, (EI)Ain. (mm) in. (mm) in. (mm) in.3-lbf/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

35、.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) 0.06 (1.44) 1513.8 171042A Stiffness factor listed is the minimum value that will be provided by the manufacturer for the given profile type.FIG. 3 Typical Spiral-Wound Liner PipeF1697 1836. Ot

36、her Requirements6.1 Stiffness FactorStiffness factor values for the extruded profile strip shall comply with Table 1 when tested in accordancewith 11.3.6.2 Acetone ImmersionThe profile strip shall not flake or disintegrate when tested in accordance with 11.4.NOTE 2This is intended only for use as a

37、quality control test and not for use as a simulated service test.7. Dimensions and Permissible Variation7.1 Width of Profile StripThe width of the profile strip shall meet the requirements given in Table 1 when measured inaccordance with 11.2.1.7.2 Height of Profile StripThe height of the profile st

38、rip shall meet the requirements given in Table 1 when measured inaccordance with 11.2.2.7.3 Waterway Wall ThicknessThe waterway wall thickness of the profile strip shall meet the requirements given in Table 1when measured in accordance with 11.2.3.8. Workmanship, Finish, and Appearance8.1 The extrud

39、ed profile strip shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions, or otherinjurious defects. The extruded profile strip shall be as uniform as commercially practical in color, opacity, density, and otherphysical properties.9. Significance and Use9.1 The requir

40、ements of this specification are intended to provide extruded PVC profile strip suitable for the field fabricationof spirally wound liner pipe for the rehabilitation of existing pipelines and conduits conveying sewage, process flow, and stormwater under gravity flowconditions.NOTE 3Industrial waste

41、disposal lines should be installed only with the specific approval of the cognizant code authority since chemicals notcommonly found in drains and sewers and temperatures in excess of 140F (60C) may be encountered.10. Sampling10.1 Samples of extruded profile strip of sufficient length to conduct the

42、 necessary quality control tests shall be cut from eachextrusion production run of a given profile designation.10.2 The frequency of sampling shall be as agreed upon between the purchaser and the seller.10.3 Initial and retest samples shall be drawn from the same production run.11. Test Methods11.1

43、Test ConditionsConduct tests in the standard laboratory atmosphere of 73.4 6 3.6F (23 6 2C) and 50 6 5 % relativehumidity, with test specimens conditioned in accordance with Procedure A of Practice D618, unless otherwise specified in the testmethods or in this specification.11.2 Extruded Profile Dim

44、ensions:11.2.1 Width of Profile StripMeasure the width of the profile strip in accordance with the applicable sections of Test MethodD2122 for determining length of pipe.FIG. 4 Steel Reinforcing Strip Type AFIG. 5 Steel Reinforcing Strip Type BF1697 18411.2.2 Height of Profile StripMeasure the heigh

45、t of the profile strip in accordance with the applicable sections of Test MethodD2122 for determining wall thickness. Measurements shall be made from the smooth surface to the outer surface of the ribs.11.2.3 Wall ThicknessMeasure the wall thickness of the thinnest cross section of the waterway in t

46、he gaps between ribs inaccordance with Test Method D2122.11.3 Stiffness FactorA flat (no curvature) specimen not less than 12 in. (300 mm) long, including an assembled joint, shallbe prepared from each production run. Using the specimen oriented as shown in Fig. 6, the stiffness factor shall be dete

47、rmined inaccordance with Test Methods D790, Tangent Modulus of Elasticity, Procedure B, where the equation for EB is replaced by EI =L3m/48 b. Procedure B of Test Methods D790 shall be used in this test. The calculated stiffness factor shall equal or exceed theminimum value listed in Table 1 for the

48、 profile type tested.NOTE 4The stiffness factors determined by test should not be used to calculate pipe stiffness.11.4 Acetone ImmersionTests shall be run in accordance with Test Method D2152 on profile strip samples. This procedureis used for determining the extrusion quality of extruded PVC profi

49、le strip as indicated by reaction to immersion in anhydrousacetone. It is applicable only for distinguishing between unfused and properly fused PVC.11.5 Joint TightnessEach profile type in Table 1 shall be tested for joint tightness.11.5.1 Fabricate a length of spiral-wound liner pipe, either expanded or fixed diameter, with a minimum length of six times theoutside diameter. Assemble this length of liner pipe as shown in Fig. 7. The opening may be sealed using end caps or mechanicalsealing devices.11.5.2 Perform the pressure and vacu