ASTM F2599-2016 Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner《采用倒置的就地固化衬垫对破损管道进行分段修理的标准实施规程》.pdf

1、Designation: F2599 16Standard Practice forThe Sectional Repair of Damaged Pipe By Means of AnInverted Cured-In-Place Liner1,2This standard is issued under the fixed designation F2599; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision,

2、 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 requirements and test methods forthe sectional cured-in-place lining (SCIPL) repair

3、 of a pipe line(4 in. through 60 in. (10.2 cm through 152 cm) by theinstallation of a continuous resin-impregnated-textile tube intoan existing host pipe by means of air or water inversion andinflation. The tube is pressed against the host pipe by air orwater pressure and held in place until the the

4、rmoset resins havecured. When cured, the sectional liner shall extend over apredetermined length of the host pipe as a continuous, onepiece, tight fitting, corrosion resistant, and verifiable non-leaking cured-in-place pipe.1.2 The values stated in inch-pound units are to be regardedas standard. The

5、 values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 There is no similar or equivalent ISO Standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It i

6、s 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. Particular attentionis drawn to those safety regulations and requirements involvingentering into and working in confined spa

7、ces.2. Referenced Documents2.1 ASTM Standards:3D790 Test Methods for Flexural Properties of Unreinforcedand Reinforced Plastics and Electrical Insulating Materi-alsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD3681 Test Method for Chemical Resistance of “Fiberglass”(GlassFiberReinforc

8、ed Thermosetting-Resin) Pipe in aDeflected ConditionD5813 Specification 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

9、Tube2.2 NASSCO Guidelines:4Recommended Specifications for Sewer Collection SystemRehabilitation.3. Terminology3.1 Definitions:3.1.1 Unless otherwise indicated, definitions are in accor-dance with Terminology F412, and abbreviations are in accor-dance with Terminology D1600.3.2 Definitions of Terms S

10、pecific to This Standard:3.2.1 access point, nupstream or downstream manholes,that serve as the point of entrance or exit for the liner assemblyinto the existing pipe.1This practice is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommit

11、tee F17.67 onTrenchless Plastic Pipeline Technology.Current edition approved April 1, 2016. Published May 2016. Originallyapproved in 2006. Last previous edition approved in 2011 as F259911. DOI:10.1520/F2599-16.2The sectional repair of damaged pipe by means of inversion of a cured in placeliner is

12、covered by patents (LMK Enterprises, Inc. 1779 Chessie Lane, Ottawa, IL61350). Interested parties are invited to submit information regarding the identifi-cation of acceptable alternatives to this patented item to the Committee onStandards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken

13、, PA19428-2959. Your comments will receive careful consideration at a meeting of theresponsible technical committee which you may attend.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume i

14、nformation, refer to the standards Document Summary page onthe ASTM website.4NASSCO, Inc. 11521 Cronridge Drive, Suite J, Owings Mills, MD 21117.http:/www.nassco.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, Wes

15、t Conshohocken, PA 19428-2959. United States13.2.2 bladder, na translucent plastic apparatus that whenpressurized, causes the tube to be inverted through the dam-aged pipe section and pressed against the pipe walls. Thebladder joined with the tube creates a liner/bladder assembly.3.2.3 frangible con

16、nection, na joining or combining oftwo objects that can be easily disconnected or separated bymeans of force.3.2.4 hydrophilic O-ring, na neoprene O-ring that ismoisture activated with expansion characteristics of 5-8 timesits original thickness, producing a compression gasket sealbetween the cured

17、liner tube and the host pipe.3.2.5 inversion, nthe process of turning the resin-impregnated tube inside out by the use of air or water pressure.3.2.6 launcher, nan elongated flexible pressure vessel(hose apparatus) with one open end and one closed end,capable of receiving air pressure to cause a lin

18、er/bladderassembly to invert forward out from the launcher.3.2.7 lift, na portion of the cured liner that has cured in aposition such that it has pulled away from the existing pipewall.3.2.8 liner/bladder assembly, na combination of a tubeand bladder that are frangibley connected.3.2.9 nominal thick

19、ness, nthe finished liner thickness aftercuring.3.2.10 resin, npolyester, vinyl ester, epoxy or silicate resinsystems being ambient or steam cured.3.2.11 sectional cured-in-place lining (SCIPL), na textiletube impregnated by a thermosetting resin, which is formedwithin a portion of the existing pipe

20、, thereby taking the shapeof, and fitting tightly to the existing pipe.3.2.12 tube, na textile tube capable of absorbing a ther-moset resin.4. Significance and Use4.1 This practice is for use by designers and specifiers,regulatory agencies, owners, and inspection organizations whoare involved in the

21、 rehabilitation of pipes through the use of aresin-impregnated tube installed within a damaged existinghost pipe. As for any practice, modifications may be requiredfor specific job conditions.5. Materials5.1 Tube:5.1.1 The textile tube shall consist of one or more layers ofabsorbent textile, for exa

22、mple, needle punched felt or circularknit, fiberglass or similar textile materials that meet therequirements of Practice F1216 and the Requirements and TestMethods sections of Specification D5813. The tube shall beconstructed to withstand installation pressures and to havesufficient strength to brid

23、ge missing pipe segments and flex-ibility to fit irregular pipe sections. The wet-out tube shall meetthe Resin Impregnation Requirements of Practice F1216, andshall have a uniform thickness with excess resin distributionthat when compressed at installation will meet or exceed thedesign thickness aft

24、er cure.5.1.2 The tube shall be surrounded by an impermeableflexible translucent bladder that will contain the resin andfacilitate visual monitoring of the vacuum impregnation (wet-out) procedure.5.1.3 The tube shall be continuous. No intermediate orencapsulated elastomeric layers shall be in the te

25、xtile that maycause delamination in the finished cured-in-place pipe. Thetube shall be sized accordingly to create a circular lining equalto the inside of the host pipe.5.1.4 The tube shall be fabricated with a 2 in. (5.1 cm) ringof compressible textile material at the upstream and down-stream ends,

26、 to create a smooth transition. The compressibletextile material will compress to meet the host pipe at itsleading end and match the nominal thickness of the tube at itsopposite end.5.1.5 The tube shall be fabricated to include a hydrophilicneoprene rubber O-ring at each end of the tube. The O-rings

27、hall be attached to the inner side of the liner tube prior to resinimpregnation.5.2 Resin:5.2.1 The resin/liner system shall conform to the TestMethods section of Specification D5813- 10,000-hour test andthe Test Method D3681 using a 10,000 hour test period.5.2.2 The resin shall be a corrosion resis

28、tant polyester, vinylester, epoxy resin, or silicate and catalyst system that whenproperly cured within the composite liner assembly, meets therequirements of Practice F1216, the physical properties herein,and those, which are to be utilized in the design of the SCIPLfor this project.5.2.3 The resin

29、 shall produce a SCIPL, which will complywith the structural and chemical resistance requirements ofPractice F1216.6. Design Considerations6.1 The SCIPL shall be designed in accordance with Prac-tice F1216, Appendix X1, Section X1.1.2.6.2 The SCIPLdesign for the sectional liner shall assume nobondin

30、g to the original host pipe.7. Installation Recommendations7.1 Access SafetyPrior to entering access areas such asmanholes or excavation pits, performing inspection, or clean-ing operations, an evaluation of the atmosphere shall beconducted to determine the presence of toxic or flammablevapors or la

31、ck of oxygen in accordance with local, state, orfederal safety regulations.7.1.1 Cleaning and Inspectionin accordance withNASSCO Guidelines.7.1.2 Inspection of PipelinesThe interior of the pipelineshall be carefully inspected to determine the location of anycondition that shall prevent proper instal

32、lation, such as rootsand collapsed or crushed pipe. These conditions shall be notedso that they can be corrected before installation of the SCIPL.Experienced personnel trained in locating breaks, obstacles,and service connections by closed circuit television shallperform inspection of pipelines.7.1.

33、3 Line ObstructionsThe existing host pipe shall beclear of obstructions that prevent the proper insertion andF2599 162expansion of the lining system. Changes in pipe size shall beaccommodated according to the pipe diameter and condition.Obstructions may include dropped or offset joints of more than2

34、0 % of the inside pipe diameter.7.2 Resin ImpregnationThe tube encapsulated within thetranslucent bladder (liner/bladder assembly) shall be vacuum-impregnated with resin (wet-out) under controlled conditions.The volume of resin used shall be sufficient to fill all voids inthe tube material at nomina

35、l thickness and diameter. Thevolume shall be adjusted by adding excess resin for the changein resin volume due to polymerization and to allow for anymigration of resin into the cracks and joints of the host pipe.No dry or unsaturated area in the main tube shall be acceptableupon visual inspection.7.

36、3 Liner InsertionThe bladder and tube (liner/bladderassembly) is drawn inside the launcher through the open end.The liner/bladder assembly is contained within the launcher,protecting the tube from resin loss. The launcher is insertedinto the host pipe and towed to the beginning of the damagedsection

37、.After positioning, pressurized air is introduced causingthe liner/bladder assembly to project out of the launchersimultaneously inverting and inflating the resin-impregnatedtube against the host pipe. When fully inverted, the tube iscontinuous in length covering the damaged section and extend-ing a

38、 minimum of 18 in. (45.7 cm) on each side of the damagedsection of the host pipe, with the hydrophilic O-rings posi-tioned between the liner tube and the host pipe.7.4 CuringAfter the liner tube placement is completed;pressure is maintained, pressing the liner firmly against thehost pipes inner wall

39、. The liner is cured at ambient tempera-tures or by a suitable heat source. The heating equipment shallbe capable of delivering a mixture of steam and air throughoutthe liner/bladder assembly to uniformly raise the temperatureabove the temperature required to cure the resin. The curing ofthe SCIPL s

40、hall take into account the existing host pipematerial, the resin system, and ground conditions (temperature,moisture level, and thermal conductivity of the soil). Thetemperature shall be monitored and logged during the cure andcool down cycles.7.5 Curing ProcessingCuring shall be done without pres-s

41、ure interruption with air or a mixture of air and steam for theproper duration of time in accordance with the resin manufac-turers recommendations. When the heat source is removed andthe temperature of the SCIPL reaches 100F (37.8C) or less,the processing shall be finished. For an ambient cured meth

42、od,a coupon suspended in the manhole will determine curing time.7.6 Bladder RemovalA visual inspection during bladderremoval will verify the completion of the cure.8. Finish8.1 The finished SCIPL shall be continuous over the entirelength of the rehabilitated section of the pipe. The SCIPL shallbe fr

43、ee of dry spots, lifts, and delamination. The cured linershall taper at each end so as to accept video equipment andmaintain a proper flow. The hydrophilic O-ring shall bepositioned between the liner tube and the host pipe producinga compression gasket seal that is compatible with all pipingmaterial

44、s. After the work is completed, the installer willprovide the owner with video footage documenting the com-pleted work, in accordance with NASSCO Guidelines.9. Recommended Inspection Practices9.1 SamplingAs designated by the purchaser in the pur-chase agreement, the preparation of a SCIPL sample is

45、re-quired. The sample shall be of the same textile tube materialand resin system as used for the rehabilitated pipe.9.1.1 The minimum length of the sample must be able toproduce at least five specimens for testing in accordance withTest Method D790.9.2 Short-Term Flexural (Bending) PropertiesThe ini

46、tialtangent flexural modulus of elasticity and flexural strengthshall be measured for gravity pipe applications in accordancewith Test Method D790 and shall meet the minimum require-ments of Table 1.10. Keywords10.1 ambient cure; bladder; compression gasket; continu-ous; felt; hydrophilic O-ring; in

47、flation; inversion; knit;launcher; liner/bladder assembly; resin; sectional cured-in-place lining; steam cure; textile; tube; vacuum impregnateTABLE 1 SCIPL Initial Physical PropertiesProperty ASTM Test Minimum valuepsi (MPa)Flexural strength D790 4,500 (31)Flexural modulus D790 250,000 (1,724)F2599

48、 163SUMMARY OF CHANGESCommittee F17 has identified the location of selected changes to this standard since the last issue (F259911)that may impact the use of this standard.(1) Revised1.1.(2) Revised4.1.(3) Revised5.1.1, 5.1.3, 5.1.4, and 5.1.5.(4) Revised6.2.(5) Revised7.1, 7.1.2, 7.3, 7.4, 7.5, and

49、 7.6.(6) Revised8.1.(7) RevisedSection 10.ASTM 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 entirely 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 withdr