ANSI ASTM F2019-2011 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Th.pdf

1、Designation: F2019 11Standard Practice forRehabilitation of Existing Pipelines and Conduits by thePulled in Place Installation of Glass Reinforced Plastic(GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)1This standard is issued under the fixed designation F2019; the number immediately following t

2、he designation 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 practice covers t

3、he procedures for the reconstruc-tion of pipelines and conduits (4 to 60 in. (100 to 1500 mm)diameter) by the pulled-in place installation of a resin-impregnated, flexible fabric tube into an existing conduitfollowed by inflation with compressed air (see Fig. 1). Theresin/fabric tube can be cured by

4、 either the flow through thefabric tube of mixed air and steam or hot water or by use ofultraviolet light. When cured, the finished cured-in-place pipewill be continuous and tight fitting. This reconstruction processcan be used in a variety of gravity flow applications such assanitary sewers, storm

5、sewers, process piping, electricalconduits, ventilation systems, and pressure applications.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 information onlyand are not considered sta

6、ndard.1.3 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 of regulatory limitations prior to use.2. Refere

7、nced Documents2.1 ASTM Standards:2D543 Practices for Evaluating the Resistance of Plastics toChemical ReagentsD578 Specification for Glass Fiber StrandsD638 Test Method for Tensile Properties of PlasticsD790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical I

8、nsulating Materi-alsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD3039/D3039M Test Method for Tensile Properties of Poly-mer Matrix Composite MaterialsD3567 Practice for Determining Dimensions of “Fiberglass”(Glass-Fiber-Reinforced Thermosetting Resin) Pipe andFittingsD5813 Specificat

9、ion for Cured-In-Place ThermosettingResin Sewer Piping SystemsF412 Terminology Relating to Plastic Piping SystemsF1216 Practice for Rehabilitation of Existing Pipelines andConduits by the Inversion and Curing of a Resin-Impregnated TubeF1417 Practice for Installation Acceptance of Plastic Non-pressu

10、re Sewer Lines Using Low-Pressure Air2.2 AWWA Standard:Manual on Cleaning and Lining Water Mains, M2832.3 NASSCO Standard:Recommended Specifications for Sewer Collection SystemRehabilitation43. Terminology3.1 General:3.1.1 Definitions are in accordance with Terminology F412.Abbreviations are in acco

11、rdance with Abbreviations D1600,unless otherwise indicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 calibration hosean impermeable bladder installedinside the fabric tube, and inflated with air or steam, or both topress the tube firmly against the wall of the existing pipe untilthe r

12、esin is cured with air and steam or ultraviolet light. Thecalibration hose shall be removed when the installation isfinished.1This practice is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.67 onTrenchless Plastic Pipeline T

13、echnology.Current edition approved Sept. 1, 2011. Published September 2011. Originallyapproved in 2000. Last previous edition approved in 2009 as F2019 03R09. DOI:10.1520/F2019-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org

14、. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Water Works Association (AWWA), 6666 W. QuincyAve., Denver, CO 80235, http:/www.awwa.org.4Available from NationalAssociation of Sewer Service Companies, 423

15、 W. KingStreet, Suite 3000, Chambersburg, PA 17201.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internatio

16、nally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.2.2 cured-in-place pipe (CIPP)a hollow cylinder con

17、-sisting of a glass reinforced plastic (GRP) fabric tube withcured thermosetting resin. External foils are included. TheCIPP is formed within an existing pipe and takes the shape ofthe pipe.3.2.3 delaminationseparation of the layers in the sand-wich constructed CIPP3.2.4 dry spotan area of the fabri

18、c tube, where the finishedCIPP is deficient or devoid of resin.3.2.5 fiberglass compositea material that is resistant tonormal sewer effluents as tested in accordance with 6.4.1 and6.4.2 of Specification D5813.3.2.6 fabric tubeflexible fiberglass materials formed into atubular shape which is saturat

19、ed with resin prior to installationand holds the resin in place as a permanent part of the installedcured-in-place pipe as further described in 5.2.1.3.2.7 lifta portion of the CIPP that is a departure from theexisting conduit wall forming a section of reverse curvature inthe CIPP.3.2.8 sliding foil

20、a plastic foil installed prior to the fabrictube covering the lower of the circumference of the existingpipe to reduce friction and to protect the soft fabric tube whilebeing drawn into the host pipe.FIG. 1 Cured-In-Place Pipe Installation Method (Air/Steam)F2019 1124. Significance and Use4.1 This p

21、ractice is for use by designers and specifiers,regulatory agencies, owners and inspection organizations whoare involved in the rehabilitation of conduits through the use ofa resin-impregnated fabric tube, pulled in place through anexisting conduit and subsequently inflated and cured. As forany stand

22、ard practice, modifications may be required forspecific job conditions.5. Recommended Materials and Manufacture5.1 GeneralThe fabric tube, resin and external prelinersshall produce a CIPP that meets the requirements of thesespecifications.5.2 CIPP Wall CompositionThe wall shall consist of acorrosion

23、 resistant fiberglass fabric tube (Fig. 2) saturated witha thermosetting (cross-linked) resin, and if used a fillermaterial.5.2.1 Fabric TubeThe fabric tube shall consist of at leasttwo separate tubes made of corrosion resistant (E-CR orequivalent) glass fibers in accordance with Specification D578.

24、Where a removable calibration hose is used, the internalsurface shall consist of a resin rich layer for high chemical andabrasion resistance. The fabric tube shall further be constructedwith longitudinal unidirectional glass roving of sufficientstrength to negotiate a pulling force at least equal to

25、 the weightof the liner. The fabric tube shall tolerate circumferentialchanges in the existing conduit. In order to allow a close fitinstallation in deformed host pipes, as well as to avoid wrinklesin the final CIPPproduct, the fabric tube shall be produced withan under measurement of at least 1 % o

26、f the host pipesnominal diameter, and the ability to be over-expanded by atleast 1 % of the host pipes nominal diameter. The ability toover-expand is essential to avoid annular spaces or cavitiesbetween the host pipe and the liner and thereby to guarantee theconditions assumed in the static calculat

27、ion of the CIPP and toavoid or reduce the infiltration of ground water into manholesalongside the outer surface of the liner.5.2.2 External FoilsThe external foils (Layer 1 and 2 inFig. 2 and Fig. 3) shall consist of one combined or more layersof tube-shaped plastic foils which are resistant and imp

28、erme-able to moisture, in cases where styrene based resin is used,impermeable to styrene and, in cases where a UV cure reins isused, light proof.5.2.3 Calibration hoseThe calibration hose (Layer 6 inFig. 2 and Layer 5 in Fig. 3) which is installed during theconstruction of the fabric tube, shall con

29、sist of a tube shapedplastic foil or resin-saturated coated felt tube resistant andimpermeable to moisture and, in case a styrene based resin isused, styrene and able to resist temperatures up to 260F(126C) while exposed to the installation pressure sufficient tokeep the fabric tube tight against th

30、e pipe wall. It shall furtherrelease easily from the inside wall for removal, when theinstallation is finished.5.2.4 ResinThe resin system shall consist of a chemicallyresistant polyester or vinyl ester thermoset (Heat or UV-light-cured) resin and catalyst system or an epoxy resin and hardenerthat i

31、s compatible to the installation process. Heat cured resinsystems shall have an initiating temperature less than 180F(82C). For UV-light cured systems a photo-initiator systemmust be added to the resin prior to the impregnation. Thephoto-initiator system shall be tuned to the UV-curing equip-ment us

32、ed or vice-versa.5.2.5 PropertiesThe cured CIPP product shall at leasthave the initial structural properties given in Table 1. Thesephysical properties should be determined in accordance withSection 7 of this practice.5.2.6 Chemical ResistanceThe inner surface of the curedresin/fabric matrix shall b

33、e evaluated in a laminate for quali-fication testing of long term chemical exposure to a variety ofchemical effluents and should be evaluated in a mannerconsistent with 6.4.1 and 6.4.2 of Specifications D5813. Theedges of the test coupons shall be sealed.6. Installation Recommendations6.1 Cleaning a

34、nd Pre-Inspection:6.1.1 SafetyPrior to entering access areas such asmanholes, and performing inspection and cleaning operations,an evaluation of the atmosphere to determine the presence oftoxic or flammable vapors or lack of oxygen shall be under-taken in accordance with local, state or federal safe

35、ty regula-tions.6.1.2 Cleaning the PipelineAll internal debris shall beremoved from the original pipeline. Gravity pipes shall becleaned with hydraulically powered equipment, high velocityjet cleaners, or mechanically powered equipment in accordancewith NASSCO Recommended Specifications for Sewer Co

36、l-lection System Rehabilitation. Pressure pipelines shall becleaned with cable attached devices or fluid propelled devicesin accordance with AWWA Manual on Cleaning and LiningWater Mains, M28.6.1.3 Line ObstructionsThe original pipeline should beclear of obstructions such as solids, dropped joints,

37、protrudingservice connections, collapsed pipe, and reductions in thecross-sectional area that may hinder or prevent the installationand curing of the resin impregnated fabric tube. Where theinspection reveals an obstruction that cannot be removed byconventional sewer cleaning equipment, then a robot

38、 with acutter or other suitable tool should be used to remove theobstruction.6.1.4 Inspection of PipelinesInspection of pipelines shallbe performed by experienced personnel trained in locatingbreaks, obstacles and service connections by closed circuittelevision or man entry. The interior of the pipe

39、line shall becarefully inspected to determine the location of any conditionsthat prevent proper installation of the impregnated tube, suchas protruding service taps, collapsed or crushed pipe, andF2019 113reductions in the cross-sectional area. These conditions shall benoted and corrected prior to t

40、he installation.6.1.5 Pre-Measurement of Service Connections:6.1.5.1 A pre-measuring of all service locations shall beperformed by experienced personnel. Visible indentations bythe lateral connections may not be readily identified.6.1.5.2 The measurements shall be noted in a log alsocontaining infor

41、mation about the clockwise position of theopening.6.1.6 Bypassing:6.1.6.1 Where bypassing the flow is required around thesections of pipe designated for reconstruction, the bypass shallbe made by plugging the line at the up-stream end of the pipeto be reconstructed and pumping the flow to a downstre

42、ampoint or adjacent system.6.1.6.2 The pump and bypass lines shall be of adequatecapacity and size to handle the flow. Services within the reachshall be temporarily out of service.FIG. 2 Composition of Fabric Tube (UV cure)F2019 1146.1.7 Public advisory services shall be required to notify allpartie

43、s whose service laterals are out of commission and toadvise against water usage until the lateral line is back inservice.6.2 Installation Methods:6.2.1 Sliding Foil and Winch CableUpon verification ofthe removal of all debris and protrusions a sliding foil and awinch cable may be pulled through the

44、line. The sliding foilshall cover approximately the lower third or up to half of thecircumference of the pipe, as recommended by the manufac-turer.At the upstream end it is locked in place by being insertedunderneath the plug used to block the flow in the manhole.6.2.2 Pulling Head or Pulling Manifo

45、ld and Invert RollerThe liner is connected to the winch cable by forming a pullinghead or using a pulling manifold. A pulling head can be madeby turning the end of the liner over into a loop. If a pullingmanifold is used it shall be attached to the end of the liner withsufficient strength to transfe

46、r the pulling force. It contains amounting point for the air/stream hose. During the mounting ofthe pulling manifold care shall be taken to provide an airtightfit of the calibration hose to the manifold. If a pulling head hasbeen used it shall be dismantled after pulling in the liner. Thena manifold

47、 is mounted airtight into the calibration hose. Aninvert guide roller is placed in the winch manhole. The invertroller shall allow the pulling head or manifold to enter theFIG. 3 Composition of Alternative Fabric TubeTABLE 1 CIPP Initial Structural PropertiesAProperty Test Method Minimumvalue, psi(M

48、PA)Flexural Strength D790 6500B45Flexural Modulus D790 725 000 5000Tensile Strength D3039/D3039M 9000 62D638 9000 62AThe values in Table 1 are for test results on field specimens. The purchaser shallconsult the manufacturer for the long-term structural properties.BThe value indicates minimum strengt

49、h both in the circumferential and longitudinaldirectionF2019 115manhole before the pulling is terminated. A swivel connectionto the pulling cable may be added to avoid twisting the liner.6.3 Resin Impregnation:6.3.1 Resin ImpregnationThe fabric tube shall be totallyimpregnated with resin (wet-out) in the manufacturers plantunder quality controlled conditions, on-site or in a mobile wetout unit. The impregnation equipment shall contain devices tosecure a proper distribution of the resin. Certification docu-mentation concerning date, type of resin,