ASTM F1216-2009 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube《用树脂浸渍管倒置和硫化法恢复现有管线和管道的标准实施规程》.pdf

《ASTM F1216-2009 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube《用树脂浸渍管倒置和硫化法恢复现有管线和管道的标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1216-2009 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube《用树脂浸渍管倒置和硫化法恢复现有管线和管道的标准实施规程》.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F 1216 09An American National StandardStandard Practice forRehabilitation of Existing Pipelines and Conduits by theInversion and Curing of a Resin-Impregnated Tube1, 2This standard is issued under the fixed designation F 1216; the number immediately following the designation indicates t

2、he 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 describes the procedures for the r

3、econ-struction of pipelines and conduits (4 to 108-in. diameter) bythe installation of a resin-impregnated, flexible tube which isinverted into the existing conduit by use of a hydrostatic heador air pressure. The resin is cured by circulating hot water orintroducing controlled steam within the tube

4、. When cured, thefinished pipe will be continuous and tight-fitting. This recon-struction process can be used in a variety of gravity andpressure applications such as sanitary sewers, storm sewers,process piping, electrical conduits, and ventilation systems.1.2 The values stated in inch-pound units

5、are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibili

6、ty 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. For specificprecautionary statements, see 7.4.2.2. Referenced Documents2.1 ASTM Standards:3D 543 Practices for Evaluating the Resistance of P

7、lastics toChemical ReagentsD 638 Test Method for Tensile Properties of PlasticsD 790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating MaterialsD 903 Test Method for Peel or Stripping Strength of Adhe-sive BondsD 1600 Terminology for Abbreviated Te

8、rms Relating toPlasticsD 3567 Practice for Determining Dimensions of “Fiber-glass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipeand FittingsD 3839 Guide for Underground Installation of “Fiberglass”(Glass-FiberReinforced Thermosetting-Resin) PipeD 5813 Specification for Cured-In-Place Thermosetti

9、ngResin Sewer Piping SystemsE 797 Practice for Measuring Thickness by Manual Ultra-sonic Pulse-Echo Contact MethodF 412 Terminology Relating to Plastic Piping Systems2.2 AWWA Standard:Manual on Cleaning and Lining Water Mains, M 2842.3 NASSCO Standard:Recommended Specifications for Sewer Collection

10、SystemRehabilitation53. Terminology3.1 Definitions are in accordance with Terminology F 412and abbreviations are in accordance with Terminology D 1600,unless otherwise specified.3.2 Definitions of Terms Specific to This Standard:3.2.1 cured-in-place pipe (CIPP)a hollow cylinder con-taining a nonwove

11、n or a woven material, or a combination ofnonwoven and woven material surrounded by a cured thermo-setting resin. Plastic coatings may be included. This pipe isformed within an existing pipe. Therefore, it takes the shape ofand fits tightly to the existing pipe.3.2.2 inversionthe process of turning

12、the resin-impregnated tube inside out by the use of water pressure or airpressure.3.2.3 lifta portion of the CIPP that has cured in a positionsuch that it has pulled away from the existing pipe wall.4. Significance and Use4.1 This practice is for use by designers and specifiers,regulatory agencies,

13、owners, and inspection organizations who1This practice 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 March 1, 2009. Published March 2009. Originallyapp

14、roved in 1989. Last previous edition approved 2008 as F 1216 08.2The following report has been published on one of the processes: Driver, F. T.,and Olson, M. R., “ Demonstration of Sewer Relining by the Insituform Process,Northbrook, Illinois,” EPA-600/2-83-064, Environmental Protection Agency, 1983

15、.Interested parties can obtain copies from the Environmental Protection Agency orfrom a local technical library.3For 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

16、standards Document Summary page onthe ASTM website.4Available from American Water Works Association (AWWA), 6666 W. QuincyAve., Denver, CO 80235, http:/www.awwa.org.5Available from the National Association of Sewer Service Companies, 101Wymore Rd., Suite 501, Altamonte, FL 32714.1*A Summary of Chang

17、es section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.are involved in the rehabilitation of conduits through the use ofa resin-impregnated tube inverted through the existing conduit.As for any

18、practice, modifications may be required for specificjob conditions.5. Materials5.1 TubeThe tube should consist of one or more layers offlexible needled felt or an equivalent nonwoven or wovenmaterial, or a combination of nonwoven and woven materials,capable of carrying resin, withstanding installati

19、on pressuresand curing temperatures. The tube should be compatible withthe resin system used. The material should be able to stretch tofit irregular pipe sections and negotiate bends. The outsidelayer of the tube should be plastic coated with a material thatis compatible with the resin system used.

20、The tube should befabricated to a size that, when installed, will tightly fit theinternal circumference and the length of the original conduit.Allowance should be made for circumferential stretchingduring inversion.5.2 ResinA general purpose, unsaturated, styrene-based,thermoset resin and catalyst s

21、ystem or an epoxy resin andhardener that is compatible with the inversion process shouldbe used. The resin must be able to cure in the presence of waterand the initiation temperature for cure should be less than180F (82.2C). The CIPP system can be expected to have asa minimum the initial structural

22、properties given in Table 1.These physical strength properties should be determined inaccordance with Section 8.6. Design Considerations6.1 General GuidelinesThe design thickness of the CIPPis largely a function of the condition of the existing pipe.Design equations and details are given in Appendix

23、 X1.7. Installation7.1 Cleaning and Inspection:7.1.1 Prior to entering access areas such as manholes, andperforming inspection or cleaning operations, an evaluation ofthe atmosphere to determine the presence of toxic or flammablevapors or lack of oxygen must be undertaken in accordancewith local, st

24、ate, or federal safety regulations.7.1.2 Cleaning of PipelineAll internal debris should beremoved from the original pipeline. Gravity pipes should becleaned with hydraulically powered equipment, high-velocityjet cleaners, or mechanically powered equipment (seeNASSCO Recommended Specifications for Se

25、wer CollectionSystem Rehabilitation). Pressure pipelines should be cleanedwith cable-attached devices or fluid-propelled devices asshown in AWWA Manual on Cleaning and Lining WaterMains, M 28.7.1.3 Inspection of PipelinesInspection of pipelinesshould be performed by experienced personnel trained inl

26、ocating breaks, obstacles, and service connections by closed-circuit television or man entry. The interior of the pipelineshould be carefully inspected to determine the location of anyconditions that may prevent proper installation of the impreg-nated tube, such as protruding service taps, collapsed

27、 orcrushed pipe, and reductions in the cross-sectional area of morethan 40 %. These conditions should be noted so that they canbe corrected.7.1.4 Line ObstructionsThe original pipeline should beclear of obstructions such as solids, dropped joints, protrudingservice connections, crushed or collapsed

28、pipe, and reductionsin the cross-sectional area of more than 40 % that will preventthe insertion of the resin-impregnated tube. If inspectionreveals an obstruction that cannot be removed by conventionalsewer cleaning equipment, then a point repair excavationshould be made to uncover and remove or re

29、pair the obstruc-tion.7.2 Resin ImpregnationThe tube should be vacuum-impregnated with resin (wet-out) under controlled conditions.The volume of resin used should be sufficient to fill all voids inthe tube material at nominal thickness and diameter. Thevolume should be adjusted by adding 5 to 10 % e

30、xcess resin forthe change in resin volume due to polymerization and to allowfor any migration of resin into the cracks and joints in theoriginal pipe.7.3 BypassingIf bypassing of the flow is required aroundthe sections of pipe designated for reconstruction, the bypassshould be made by plugging the l

31、ine at a point upstream of thepipe to be reconstructed and pumping the flow to a downstreampoint or adjacent system. The pump and bypass lines should beof adequate capacity and size to handle the flow. Serviceswithin this reach will be temporarily out of service.7.3.1 Public advisory services will b

32、e required to notify allparties whose service laterals will be out of commission and toadvise against water usage until the mainline is back in service.7.4 Inversion:7.4.1 Using Hydrostatic HeadThe wet-out tube should beinserted through an existing manhole or other approved accessby means of an inve

33、rsion process and the application of ahydrostatic head sufficient to fully extend it to the nextdesignated manhole or termination point. The tube should beinserted into the vertical inversion standpipe with the imper-meable plastic membrane side out. At the lower end of theinversion standpipe, the t

34、ube should be turned inside out andattached to the standpipe so that a leakproof seal is created.Theinversion head should be adjusted to be of sufficient height tocause the impregnated tube to invert from point of inversion topoint of termination and hold the tube tight to the pipe wall,producing di

35、mples at side connections. Care should be takenduring the inversion so as not to over-stress the felt fiber.TABLE 1 CIPP Initial Structural PropertiesAProperty Test MethodMinimum Valuepsi (MPa)Flexural strength D 790 4 500 (31)Flexural modulus D 790 250 000 (1 724)Tensile strength (forpressure pipes

36、only)D 638 3 000 (21)AThe values in Table 1 are for field inspection. The purchaser should consult themanufacturer for the long-term structural properties.F 1216 0927.4.1.1 An alternative method of installation is a top inver-sion. In this case, the tube is attached to a top ring and isinverted to f

37、orm a standpipe from the tube itself or anothermethod accepted by the engineer.NOTE 1The tube manufacturer should provide information on themaximum allowable tensile stress for the tube.7.4.2 Using Air PressureThe wet-out tube should beinserted through an existing manhole or other approved accessby

38、means of an inversion process and the application of airpressure sufficient to fully extend it to the next designatedmanhole or termination point. The tube should be connected byan attachment at the upper end of the guide chute so that aleakproof seal is created and with the impermeable plasticmembr

39、anes side out. As the tube enters the guide chute, thetube should be turned inside out. The inversion air pressureshould be adjusted to be of sufficient pressure to cause theimpregnated tube to invert from point of inversion to point oftermination and hold the tube tight to the pipe wall, producingd

40、imples at side connections. Care should be taken during theinversion so as not to overstress the woven and nonwovenmaterials.NOTE 2Warning: Suitable precautions should be taken to eliminatehazards to personnel in the proximity of the construction when pressurizedair is being use.7.4.3 Required Press

41、uresBefore the inversion begins, thetube manufacturer shall provide the minimum pressure re-quired to hold the tube tight against the existing conduit, andthe maximum allowable pressure so as not to damage the tube.Once the inversion has started, the pressure shall be maintainedbetween the minimum a

42、nd maximum pressures until theinversion has been completed.7.5 LubricantThe use of a lubricant during inversion isrecommended to reduce friction during inversion. This lubri-cant should be poured into the inversion water in the downtubeor applied directly to the tube. The lubricant used should be an

43、ontoxic, oil-based product that has no detrimental effects onthe tube or boiler and pump system, will not support the growthof bacteria, and will not adversely affect the fluid to betransported.7.6 Curing:7.6.1 Using Circulating Heated Water After inversion iscompleted, a suitable heat source and wa

44、ter recirculationequipment are required to circulate heated water throughout thepipe. The equipment should be capable of delivering hot waterthroughout the section to uniformly raise the water temperatureabove the temperature required to effect a cure of the resin.Water temperature in the line durin

45、g the cure period should beas recommended by the resin manufacturer.7.6.1.1 The heat source should be fitted with suitablemonitors to gage the temperature of the incoming and outgoingwater supply. Another such gage should be placed between theimpregnated tube and the pipe invert at the termination t

46、odetermine the temperatures during cure.7.6.1.2 Initial cure will occur during temperature heat-upand is completed when exposed portions of the new pipeappear to be hard and sound and the remote temperature sensorindicates that the temperature is of a magnitude to realize anexotherm or cure in the r

47、esin. After initial cure is reached, thetemperature should be raised to the post-cure temperaturerecommended by the resin manufacturer. The post-cure tem-perature should be held for a period as recommended by theresin manufacturer, during which time the recirculation of thewater and cycling of the b

48、oiler to maintain the temperaturecontinues. The curing of the CIPP must take into account theexisting pipe material, the resin system, and ground conditions(temperature, moisture level, and thermal conductivity of soil).7.6.2 Using SteamAfter inversion is completed, suitablesteam-generating equipmen

49、t is required to distribute steamthroughout the pipe. The equipment should be capable ofdelivering steam throughout the section to uniformly raise thetemperature within the pipe above the temperature required toeffect a cure of the resin. The temperature in the line during thecure period should be as recommended by the resin manufac-turer.7.6.2.1 The steam-generating equipment should be fittedwith a suitable monitor to gage the temperature of the outgoingsteam. The temperature of the resin being cured should bemonitored by placing gages between the impregnated