ASTM F2718-2009 Standard Specification for Polyethylene (PE) and Cement Materials for an Encapsulated Cement Mortar Formed in Place Liner System (FIPLS) for the Rehabilitation of W.pdf

1、Designation: F 2718 09Standard Specification forPolyethylene (PE) and Cement Materials for anEncapsulated Cement Mortar Formed in Place Liner System(FIPLS) for the Rehabilitation of Water Pipelines1This standard is issued under the fixed designation F 2718; the number immediately following the desig

2、nation 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. Scope1.1 This specification covers requi

3、rements and test methodsfor materials for a semi-structural polyethylene (PE) encapsu-lated cement mortar formed-in-place liner system (FIPLS)intended for the rehabilitation of water pipelines of nominalsize 4 in. to 12 in. This renewal process involves installing acollapsed PE liner, folded at the

4、time of insertion, into anexisting pipeline, expanding the PE liner, and then pumpingcement mortar into the annulus between the liner and the main.1.2 The liner and cement mortar are progressively roundedby means of an air pressure propelled pig and expanded againstthe interior surface of the origin

5、al host pipe.After rounding, theline is maintained under pressure until the cement mortar curesand the liner is completely self supporting.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provide

6、d for information onlyand are not considered 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 health practices and determine the applica-bility

7、of regulatory limitations prior to use.1.5 There is no similar or equivalent ISO standard.2. Referenced Documents2.1 ASTM Standards:2C 109/C 109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)D 638 Test Method for Tensile Properties of PlasticsD

8、790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating MaterialsD 1505 Test Method for Density of Plastics by the Density-Gradient TechniqueD 1525 Test Method for Vicat Softening Temperature ofPlasticsD 1600 Terminology for Abbreviated Terms Relatin

9、g toPlasticsD 1693 Test Method for Environmental Stress-Cracking ofEthylene PlasticsF 412 Terminology Relating to Plastic Piping Systems2.2 NSF/ANSI:3NSF/ANSI 14 for Plastic Piping Components and relatedMaterialsNSF/ANSI 61 for Drinking Water Systems Components Health Effects2.3 American Water Works

10、 Association StandardsManual M28 Rehabilitation of Water Mains3. Terminology3.1 Unless otherwise indicated, definitions are in accor-dance with terminology F 412, and abbreviations are in accor-dance with Terminology D 1600. The abbreviation of polyeth-ylene is PE.3.2 Definitions of Terms Specific t

11、o This Standard:3.2.1 liner, na PE sheet with integral anchors or hooksextruded in a flat shape then formed with overlapping edgesand welded into a cylindrical shape, which is then collapsed,folded into a C configuration, thereby reducing its area andthen pulled into the host pipe.3.2.2 cement morta

12、r, na specially formulated cementbased grout.3.2.3 formed-in-place-liner system (FIPLS), nafter inser-tion of the liner and cement mortar, sequential insertion andreforming of the liner and cement mortar in the host pipe, acomposite system of cement mortar PE liner is formed. SeeFig. 1 and Fig. 2.1T

13、his specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.67 onTrenchless Plastic Pipeline Technology.Current edition approved April 1, 2009. Published May 2009.2For referenced ASTM standards, visit the ASTM websit

14、e, 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.3Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140, http:/www.nsf.org

15、.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.FIG. 1 PE and Encapsulated Cement Mortar Formed-In-Place-Liner System (FIPLS)FIG. 2 PE Liner with Protruding HooksF27180923.3 semi-structural, adjliner systems designed to bridgeholes

16、and gaps and seal leaking joints in the host pipe andhaving sufficient inherent stiffness to be self supporting withoutdependence on adhesion to the pipe wall.3.3.1 DiscussionAppendix A of AWWA Manual M28 “Structural Lining Design Issues,” contains a more detaileddiscussion of structural classificat

17、ion of lining techniques. Thefollowing is taken from Manual M28: “Class II and Class IIILinings are both interactive and semi-structural systems. Sincethe stiffness of such a lining is less than that of the host pipe,all internal pressure loads are transferred to the host pipeleading to their classi

18、fication as interactive. Such a lining isrequired only to independently sustain internal pressure loadsat discontinuities in the host pipe, such as corrosion holes orjoint gaps, or if the host pipe is subject to structural failure.”4. Materials4.1 Basic Materials:4.1.1 PE MaterialsThe liner and the

19、hooks shall be madefrom PE material meeting the minimum physical properties aslisted in Table 1.4.1.2 The cement mortar is used to fill the ring cavitybetween the polyethylene liner and the host pipe. The cementmortar shall have the minimum physical properties as in Table2.5. Sampling5.1 Cement mort

20、ar:5.1.1 Samples will be taken of the cement mortar materialand tested throughout the installation process to confirm itscompliance to the properties listed in Table 2.6. Requirements6.1 The cement mortar component of the formed-in-placeliner system (FIPLS) shall have a 28 d compressive strength of7

21、 000 psi (48.2 MPa) as tested by Test Method C 109/C 109M.6.2 WorkmanshipThe PE liner shall be essentially uni-form in color and opacity. There shall be no evidence of splits,cracks, crazing, or breaks.7. Inspection7.1 Inspection of the materials shall be made as agreed uponby the purchaser and the

22、seller as part of the purchaseagreement.8. Rejection and Rehearing8.1 If the results of any test do not meet the requirements ofthis specification, these test(s) may be conducted again inaccordance with an agreement between the purchaser and theseller. There shall be no agreement to lower the minimu

23、mrequirement of the specification by such means as omittingtests that are a part of the specification, submitting or modify-ing a test method, or by changing the specification limits. Inretesting, the product requirements of this specification shall bemet and the test methods designated in the speci

24、fication shallbe followed. If, upon retest, failure occurs, the quantity ofproduct represented by the testing does not meet the require-ments of this specification.9. Quality Assurance9.1 When the product is marked with this designation,ASTM F 2718, the manufacturer affirms that the product wasmanuf

25、actured, inspected, sampled and tested in accordancewith this specification and has been found to meet therequirements of this specification.10. Certification10.1 When specified in the purchase order or contract, themanufacturers certification shall be furnished to the purchaserthat the liner was ma

26、nufactured, sampled, tested and inspectedin accordance with this specification, and has been found tomeet the requirements. If specified, a report of the test resultsshall be furnished.11. Product Marking11.1 Markings shall be applied to each package of PE linerin such a manner that they remain legi

27、ble during normalhandling, shipment, storage and installation.11.1.1 The letters ASTM followed by the designation num-ber of this standard.11.1.2 The liner manufacturers name or trademark andproduction code to include location, date of manufacture, andlot number.11.2 The legend “PE/Cement Mortar For

28、med In Place LinerSystem.”11.3 Liner intended for the transport of potable water shallalso include the seal or mark of the accredited certifyinglaboratory.12. Keywords12.1 cement mortar; encapsulated; FIPLS; formed-in-placeliner system; grout; liner; main; polyethylene; pipelines; reha-bilitation; w

29、aterTABLE 1 Polyethylene Material PropertiesProperty Test Method Minimum ValueTensile strengthat breakD 638 3,400 psi(23.4 MPa)Elongationat breakD 638 500 %FlexuralmodulusD 790 75,000 psi(517 MPa)Vicat softeningpointD 1525(Vel-A)259F (126C)Densityat 23CD 1505 0.034 lb/in3(0.942 g/cm3)Environmental S

30、tressCrack ResistanceD 1693(Condition C)192 hoursTABLE 2 Cement Mortar PropertiesProperty Test Method Minimum Value Maximum Value24 Hour CompressiveStrengthC 109/C 109M 2,000 psi(13.8 MPa).7 Day CompressiveStrengthC 109/C 109M 5,000 psi(34.5 MPa).28 Day CompressiveStrengthC 109/C 109M 7,000 psi(48.2

31、 MPa).Set Time . 10 hours .Mud BalanceDensity Test. 0.069 lb/in3(1.90 g/cm3)0.074 lb/in3(2.05 g/cm3)Shrinkage . . 0%F2718093SUPPLEMENTARY REQUIREMENTSThis requirement applies whenever a regulatory authority of user calls for the products to be usedto convey or to be in contact with potable water.S1.

32、 Potable Water RequirementProducts intended for contact with potable water shall beevaluated, tested, and certified for conformance with NSF/ANSI 61 or the health effects portion of NSF/ANSI 14 by anacceptable certifying organization when required by the regu-latory authority having jurisdiction.AST

33、M International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are en

34、tirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsa

35、nd should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee

36、on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).F2718094