ASTM F1947-2010 Standard Practice for Installation of Folded Poly (Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits《在现存的污水管道和输水管道重安装折叠式聚乙烯管的标准操作规程》.pdf

《ASTM F1947-2010 Standard Practice for Installation of Folded Poly (Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits《在现存的污水管道和输水管道重安装折叠式聚乙烯管的标准操作规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM F1947-2010 Standard Practice for Installation of Folded Poly (Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits《在现存的污水管道和输水管道重安装折叠式聚乙烯管的标准操作规程》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1947 10An American National StandardStandard Practice forInstallation of Folded Poly (Vinyl Chloride) (PVC) Pipe intoExisting Sewers and Conduits1This standard is issued under the fixed designation F1947; the number immediately following the designation indicates the year oforiginal ad

2、option 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 rehabili-tation of sew

3、er lines and conduits (4 to 15 in. diameter) by theinsertion of a folded PVC pipe, which is heated, pressurized,and expanded against the interior surface of an existing pipewith either a mechanical rounding device or steam pressure.The finished PVC pipe will be continuous and conform to theexisting

4、conduit. This rehabilitation process can be used in avariety of nonpressure applications, such as: sanitary sewers,storm sewers, and process piping.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 ar

5、e 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 theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applic

6、a-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating MaterialsD1600 Terminology for Abbreviated Terms Relating toPlasticsD1784 Specification for Rigid Poly

7、(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsF412 Terminology Relating to Plastic Piping SystemsF1417 Test Method for Installation Acceptance of PlasticGravity Sewer Lines Using Low

8、-Pressure AirF1504 Specification for Folded Poly(Vinyl Chloride) (PVC)Pipe for Existing Sewer and Conduit Rehabilitation2.2 NASSCO Standard:Recommended Specifications for Sewer Collection Sys-tem Rehabilitation33. Terminology3.1 Definitions Terminology used in this practice is inconformance with Ter

9、minology F412 and abbreviations used inthis practice are in accordance with Terminology D1600,unless otherwise indicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 containment tube, nan optional elastomeric materialplaced between the folded pipe and the existing pipe to protectthe fold

10、ed pipe during insertion, for containment of steamduring the installation process, and to provide a waterproofbarrier against infiltration, inflow, and standing water. This tuberemains within the pipe but provides no structural support.3.2.2 dimples (dimpling), nWhere a side connectionmeets the exis

11、ting pipe, there is not existing pipe support forthe PVC pipe during expansion causing a point of thermoplas-tic pipe expansion slightly beyond the existing pipe wall. Thisformation of an external departure from the formed pipe wallis termed dimpling.3.2.3 folded pipe, nPVC pipe that has been manufa

12、cturedin a folded shape for use in existing pipeline rehabilitation (seeFig. 1).3.2.4 formed pipe, nfolded pipe that has been insertedinto an existing sewer or conduit and expanded with heat,pressure, and, if applicable, a rounding device to conform toand take the shape of the existing pipe (see Fig

13、. 1).3.2.5 insertion point, nan existing manhole, existing ac-cess shaft, or an excavated pit that serves as the point ofentrance for the folded pipe into the existing pipe.1This practice is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Sub

14、committee F17.67 onTrenchless Plastic Pipeline Technology.Current edition approved Nov. 15, 2010. Published January 2011. Originallyapproved in 1998. Last previous edition approved in 2004 as F1947 04. DOI:10.1520/F1947-10.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orconta

15、ct 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 NASSCO, 140 Circle Drive, Suite 103, Maitland, FL 32751.11521 Cronridge Drive, Suite J Owings Mills, MD 21117. www.nassco.

16、org.1*A Summary of Changes 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.3.2.6 rounded field sample, na rounded field sample isformed when the folded pipe has been inserted into a mold pip

17、eand expanded with heat and pressure to conform to the moldpipe.3.2.7 rounding device, na flexible, bullet-shaped device,which may be used to unfold and expand the folded pipe tightlyagainst the wall of the existing pipe.3.2.8 termination point, nan existing manhole, existingaccess shaft, or an exca

18、vated pit that serves as the point of exitof the folded pipe from the existing pipe.4. Significance and Use4.1 This practice is for use by designers and specifiers,regulatory agencies, owners, and inspection organizations whoare involved in the rehabilitation of non-pressure sewers andconduits.5. Ma

19、terials5.1 The folded poly (vinyl chloride) (PVC) pipe shall be inaccordance with Specification F1504.5.2 The folded pipe shall be spooled in a continuous lengthfor storage and shipping to the job site. Handling and storingshall be in accordance with the manufacturers publishedrecommendations.5.3 Th

20、e optional containment tube should be an elastomericmaterial capable of containing the steam required to processthe folded pipe and serve as a protective waterproofing barrier.The containment tube shall be compatible with the PVCcompound, the folded pipe installation process, and the exist-ing pipe

21、so as not to effect the properties of the finished pipe.6. Installation Recommendations6.1 Cleaning and Inspection:6.1.1 Prior to entering access areas such as manholes, andperforming inspection or cleaning operations, an evaluation ofthe atmosphere to determine the presence of toxic or flammablevap

22、ors or lack of oxygen must be undertaken in accordancewith local, state, or federal safety regulations.6.1.2 Cleaning of PipelineInternal debris shall be re-moved from the existing pipeline. The pipeline should becleaned with hydraulically-powered equipment, high-velocityjet cleaners, or mechanicall

23、y-powered equipment in accor-dance with NASSCO Recommended Specifications for SewerCollection System Rehabilitation.6.1.3 Inspection of PipelinesInspection of pipelines shallbe performed by experienced personnel trained in locatingbreaks, obstacles, and service connections by closed circuittelevisio

24、n. The interior of the pipeline shall be inspectedcarefully to determine the location of any conditions that mayprevent proper installation of the folded pipe, such as protrud-ing service taps, collapsed or crushed pipe, out-of-roundness,significant line sags, and deflected joints. These conditionss

25、hould be noted and corrected prior to installation.6.1.4 Line ObstructionsThe existing pipeline shall beclear of obstructions that will prevent the proper insertion andfull expansion of the folded pipe such as offset joints of morethan 12.5 % of inside pipe diameter, service connections thatprotrude

26、 into the pipe more than 12.5 % of the inside pipediameter or 1 in. (25 mm), whichever is less; and, otherreductions in cross-sectional area of more than 16 % based onthe inside diameter of the existing pipe. If inspection reveals anobstruction that cannot be removed by conventional equip-ment, then

27、 a point repair excavation shall be made to uncoverand remove or repair the obstruction. Typically, bends alongthe pipe length in excess of 30 and changes in pipe size cannotbe accommodated along an insertion length of the folded pipe.Such conditions require access at these points for terminationand

28、 start of a new insertion.NOTE 1Some processes may accommodate larger obstructions. Con-sult the product manufacturer for applications which exceed these typicallimitations.6.2 BypassingIf flow can not be interrupted for thenecessary duration, bypassing of the flow is required aroundthe sections of

29、the existing pipe designated for rehabilitation.The bypass should be made by plugging the line at a pointupstream of the pipe to be reconstructed and pumping the flowto a downstream point or adjacent system. The pump andbypass lines shall be of adequate capacity and size to handleany extreme flows e

30、xpected during the installation period.Services within the rehabilitation area will be out of servicetemporarily.NOTE 2Public advisory services will be required to notify all partieswhose service laterals will be out of commission and to advise againstwater usage until the mainline is back in servic

31、e.6.3 Insertion:6.3.1 The spool of folded shall be positioned near theinsertion point and contained in a heating chamber. A tempera-ture, as recommended by the manufacturer, shall be maintainedin the heating chamber for a minimum of1htofully heat thelength of folded pipe to be inserted. Shorter inse

32、rtion lengthsmay be fully heated over a shorter time period as recommendedby the manufacturer.6.3.2 A containment tube then may be pulled through theexisting conduit, secured at both ends, and inflated with air atlow pressure.NOTE 3The containment tube allows for thorough and even heatingof the fold

33、ed pipe by providing a barrier between the folded pipe andinfiltration or standing water in the existing pipeline.6.3.3 A cable shall be strung through the existing conduit(and containment tube, if applicable) and attached to the foldedNOTEThis figure is intended only for clarification of terms spec

34、ific tothis practice and shows a representative folded pipe shape. Other foldedpipe shapes may meet the requirements of this practice.FIG. 1 Folded Pipe and Formed Pipe, Clarification of TermsF1947 102pipe. The folded pipe shall be heated along the entire lengthand pulled, with a power winch unit an

35、d the cable, directlyfrom the spool, through the insertion point, through thecontainment tube (if utilized), and within the existing pipe intothe terminating manhole. A dynamometer shall be provided onthe winch or cable to monitor the pulling force. Pulling forcesshall be monitored so as not to exce

36、ed the axial strain limits ofthe folded pipe material as recommended by the manufacturer.6.3.4 After insertion is complete, the winch cable shall besecured at the termination end, and the folded pipe shall be cutoff at the insertion point and secured.6.4 Expansion:6.4.1 To check that adequate temper

37、atures are beingachieved prior to expansion, suitable monitors to gage tem-perature shall be placed at the insertion and termination ends.6.4.2 Through the use of heat and pressure or heat, pressure,and a rounding device, the folded pipe shall be expanded fully.Expansion pressures shall be sufficien

38、t to unfold the PVC pipe,press it against the wall of the existing conduit, and formdimples at service connections.NOTE 4Folded pipe expansion pressures typically are in the range of8 to 10 psi (55 to 69 kPa) but may vary based on field conditions.6.4.3 If a rounding device is used, it should be pro

39、pelled ata controlled rate within the folded pipe expanding the foldedpipe in a sequential manner. The rounding device shall beflexible and inflated with continual pressure so that is pressur-izes the formed pipe against the existing pipe wall whilepushing water ahead of the expansion process. The e

40、xpansionrate (or rounding device speed) shall not exceed 5 ft/s (1.52m/s).6.4.4 Once the rounding device has reached the terminationpoint, the expansion pressure shall be maintained for a mini-mum period of 2 min to ensure the complete expansion of thepipe at local deformities and to allow for compl

41、ete dimpling atside connections.6.5 Cool DownThe formed pipe shall be cooled to atemperature below 100F (38C) before relieving the pressurerequired to hold the PVC pipe against the existing pipe wall.NOTE 5Shrinkage of the formed pipe during cool-down typically isminimal due to the friction provided

42、 where the formed pipe conforms toexisting pipeline irregularities, such as offset joints.6.6 After the formed pipe has cooled down, the terminatingends shall be trimmed to a minimum of 3 in. (76.2 mm) beyondthe existing pipe as allowance for possible shrinkage duringcooling to ground temperature.6.

43、7 Service ConnectionsAfter the formed pipe has beeninstalled, and leakage tested, if applicable, the existing activeservice connections shall be reconnected. This should be donewithout excavation from the interior of the pipeline by meansof a television camera and a remote control cutting deviceunle

44、ss otherwise specified by the owner.NOTE 6In many cases, a good seal is provided where the formed pipedimples at service connections; however, this practice should not beconstrued to provide a 100 % watertight seal at all service connections. Iftotal elimination of infiltration and inflow is desired

45、, other means, whichare beyond the scope of this practice, may be necessary to seal serviceconnections and to rehabilitate service lines and manholes.7. Inspection and Acceptance7.1 The installation may be inspected by closed-circuittelevision. The formed pipe shall be continuous over the entireleng

46、th of the insertion and conform to the walls of the existingpipe evidenced by visible joint definition and mirroring ofexisting pipe irregularities. Variations from true line and grademay be inherent because of the conditions of the existingpipeline. No infiltration of groundwater through the formed

47、pipe wall should be observed. All service entrances should beaccounted for and be unobstructed.7.2 Leakage TestingIf required by the owner or desig-nated in the contract documents or purchase order, or acombination thereof, gravity pipes shall be tested for leakage.This test shall take place after t

48、he formed pipe has cooled downto ambient temperature. This test is limited to pipe lengths withno service laterals or lines with service laterals, which have notyet been reinstated. One of the following two methods shall beused.7.2.1 An exfiltration test method involves plugging theformed pipe at bo

49、th ends and filling it with water. Theallowable water exfiltration for any length of pipe betweentermination points should not exceed 50 U.S. gal/in. of internalpipe diameter/mile/day, providing that all air has been bledfrom the line. The leakage quantity shall be gaged by the waterlevel in a temporary standpipe placed in the upstream plug.During exfiltration testing, the maximum internal pipe pressureat the lowest end shall not exceed 10 ft (3.0 m) of water of 4.3psi (29.7 kPa) and the water level inside of the standpipe shallbe 2 ft (0.6 m) higher than