ASTM D7177-2005(2010) 6250 Standard Specification for Air Channel Evaluation of Polyvinyl Chloride (PVC) Dual Track Seamed Geomembranes《聚氯乙烯(PVC)双轨密封地膜气道评价的标准规范》.pdf

《ASTM D7177-2005(2010) 6250 Standard Specification for Air Channel Evaluation of Polyvinyl Chloride (PVC) Dual Track Seamed Geomembranes《聚氯乙烯(PVC)双轨密封地膜气道评价的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D7177-2005(2010) 6250 Standard Specification for Air Channel Evaluation of Polyvinyl Chloride (PVC) Dual Track Seamed Geomembranes《聚氯乙烯(PVC)双轨密封地膜气道评价的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D7177 05 (Reapproved 2010)Standard Specification forAir Channel Evaluation of Polyvinyl Chloride (PVC) DualTrack Seamed Geomembranes1This standard is issued under the fixed designation D7177; the number immediately following the designation indicates the year oforiginal adoption or, in

2、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 a nondestructive evaluation ofthe strength and continuity

3、of parallel PVC geomembraneseams separated by an unwelded air channel. The unwelded airchannel between the two distinct seamed regions is sealed andinflated with air to a predetermined pressure. Long lengths ofseam can be evaluated by this specification more quickly thanby other common nondestructiv

4、e tests.1.2 This specification can be used as a substitute fordestructive testing or used in conjunction with destructivetesting.1.3 This specification covers PVC sheet 0.760 mm (0.030in.) and thicker.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with it

5、s 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. Referenced Documents2.1 ASTM Standards:2D4439 Terminology for Geosynthetics3. Terminology3.1 Definitions:3.1.1

6、dual seam, na geomembrane seam with two parallelwelded zones separated by an unwelded air space.3.1.1.1 DiscussionThe dual seam itself can be made by anumber of methods; hot wedge, hot air, and ultrasonic bondingare all typical techniques.3.1.2 geomembrane, nan essentially impermeable geo-synthetic

7、composed of one or more synthetic sheets.3.1.3 seam, na permanent joining of two or more mate-rials.3.2 For definitions of other terms, see Terminology D4439.4. Summary of Specification4.1 This specification utilizes a dual seam where an airchannel exists between the two welded zones. Both ends of t

8、heair channel are sealed and then a pressure gauge is attached tothe air space. Air pressure is applied and the gauge ismonitored.4.2 Air pressures used in this specification are related to theambient temperature of the PVC geomembrane and can beused for thickness 0.760 mm (0.030 in.) and thicker PV

9、Cgeomembrane. The air pressure is not dependant on thicknessof the PVC geomembrane being tested.4.3 The minimum monitoring time is recommended to be12min (30 s) following stabilization of the pressure.5. Significance and Use5.1 The increased use of geomembranes as barrier materialsto restrict liquid

10、 or gas movement, and the common use of dualtrack seams in joining these sheets, has created a need for astandard nondestructive test by which the quality of the seamscan be assessed for continuity, water tightness, and strength.The test is also intended to provide an indication of thephysical peel

11、strength of the PVC seam.5.2 This specification recommends an air pressure testwithin the channel created between dual seamed trackswhereby the presence of un-bonded sections or channels,voids, discontinuities, foreign objects, and the like, in theseamed region can be identified.5.3 This technique i

12、s intended for use on seams of PVCGeomembrane sheets 0.760 mm (0.030 in.) and thicker formu-lated from the appropriate polymers and compounding ingre-dients to form a polyvinyl chloride sheet material that meets allspecified requirements for the end use of the product.5.4 This test is used to assure

13、 minimum peel strengths aremet through the entire seam area.1This specification is under the jurisdiction of ASTM Committee D35 onGeosynthetics and is the direct responsibility of Subcommittee D35.10 on Geomem-branes.Current edition approved July 1, 2010. Published October 2010. Originallyapproved i

14、n 2005. Last previous edition approved in 2005 as D717705. DOI:10.1520/D7177-05R10.2For 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 standards Document Summary pa

15、ge onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.5 This test measures the seam strength to 2.6 kN/m (15lb/in. width minimum) peel strengths.5.6 This procedure is based on an air channel width of 15.876 3.17 mm

16、(0.625 6 0.125 in.). For air channels greater orlesser in lay flat width use the formula below to calculate hoopstress.5.7 Hoop Stress (Barlows Formula)The stress in a chan-nel wall acting circumferentially in a plane perpendicular to thelongitudinal axis of the channel and produced by the pressureo

17、f the air in the channel.5.7.1 Hoop Stress Calculation:S 5PD2t(1)where:S = hoop stress, psi,P = internal pressure,D = outside diameter of the channel, in., andt = normal wall thickness, in.6. Equipment6.1 Sealing Equipment, appropriate to seal the two ends ofthe air channel.6.2 A device is necessary

18、 to insert air into the open channeland allow monitoring its pressure. This device is unique to eachuser.6.3 Air Pump or Air Pressure Supply, capable of generatingup to 517 kPa (75 psi) pressure is necessary.6.4 Pressure Gauge, capable of indicating the air pressure in7 kPa (1 psi) increments within

19、 the test range.6.5 Any equipment used on the geomembrane must beplaced on an adequate cushion to preclude damage to thegeomembrane.6.6 Flexible Hose, used to connect the air supply to the airpressure device.6.7 Knife or Scissors, capable of cutting or trimming theliner material.6.8 Infrared or Prob

20、e Type Thermometer, able to measurethe sheet temperature to an accuracy of 61.1C (62F).NOTE 1All gauges should be calibrated as specified by the manufac-turer, or at a frequency of at least once per year.NOTE 2A change of 1F equals a change of59 = 0.56C.7. Procedure7.1 After the dual track seam is f

21、abricated and the length ofseam that is to be evaluated is determined, seal one end of thecontinuous air channel with a clamp.7.2 Connect the pressure gauge and air insertion tool di-rectly into the air channel.7.3 Connect an air supply to the pressure gauge and inser-tion tool and pressurize the ai

22、r channel to the pressureappropriate for the PVC geomembrane sheet temperature.(Refer to Table 1.)7.4 Maintain the minimum pressure from the source for aminimum of 30 s.7.5 Inspect the seam from the clamped end for completeinflation. If the seam completely inflates and there is no audibleor visible

23、evidence of air leakage, the seam passes the test.7.6 If the channel will not pressurize there is a leak in theseam, provided air is not leaking at the clamp or air supply tool.7.7 Inspect the seam from the clamped end and locate theleak area. Because of the flexibility and elongation factors of aPV

24、C geomembrane a leak can be detected by sound. Anothertechnique to locate a leak is to have an additional clamp and atten foot increments clamp off the channel to locate the air leak.Because of the flexibility of PVC geomembrane, a wrinkle canbe made in the seam area and folded over on itself andcla

25、mped.7.8 At completion of the test open the air channel at the endopposite the pressure gauge. Air should rush out and thepressure gauge should register an immediate drop in pressure,indicating that the entire length of the seam has been tested. Ifnot there is a blockage in the seam.7.9 Mark both en

26、ds of the seam with the inspectors initials,seam identification letter or numbers, or both, length inspected,date, sheet temperature and test pressure.7.10 Any dual seam that cannot be successfully tested usingthis specification should be marked and tested using anothernondestructive testing practic

27、e.NOTE 3Leaks around the end seals and air pressure device canusually be located by putting moisture around the suspected area andlooking for air bubbles.8. Corrective Action8.1 Air Channel BlockageCamp at the blockage and testboth directions. Due to the flexibility of PVC Geomembranes,Inflation of

28、the air channel up to the blockage is very visible.Therefore releasing the air pressure at the testing devise isacceptable in this situation.8.2 SeamWhen a seam failure is detected the seam shouldbe retested on both sides of the failure if the two parts pass thenrepair the area. If the seam failures

29、 continue the onsite CQAand installer shall discuss and agree on corrective action torepair or to rebuild the seam.NOTE 4This test purposes to measure the strength and continuity ofthe seam. If repeated failures occur the seam shall be rebuilt.TABLE 1 Pressure Required to Verify 15 lb/in. Seam PeelS

30、trength for PVCNOTEData for this chart is acquired from research papers in Section 2and the bibliography.SheetTemperatureCSheetTemperatureFAirPressureKPaAirPressurePSIHold Time4.5 40 414 60 30 s7 45 386 56 30 s10 50 358 52 30 s13 55 324 47 30 s15.5 60 290 42 30 s18 65 276 40 30 s21 70 248 36 30 s24

31、75 234 34 30 s26.5 80 200 29 30 s29.5 85 186 27 30 s32 90 172 25 30 s35 95 165 24 30 s37.5 100 152 22 30 s40.5 105 138 20 30 s43.5 110 131 19 30 sD7177 05 (2010)29. Report9.1 The report should include the seam identification letteror numbers, or both, date and time of inspection, inspectorsidentific

32、ation, length of seam tested; sheet temperature, testpressure and pass fail results. If fail, corrective action should bedescribed in detail.10. Keywords10.1 air channel; canal; destructive test; dual track; flexiblesheeting; geomembrane; landfill; non-destructive test; poly(vi-nyl chloride); polyvi

33、nyl chloride resin; pond liner; PVC;reservoir; water containment membrane; water leakage resis-tanceBIBLIOGRAPHY(1) Thomas, R. W. and Stark, T. D., “Air Channel Testing of ThermallyBonded PVC Seams,” September 4, 2002(2) Thomas, R. W., Stark, T. D., and Choi, H., “Air Channel Testing ofThermally Bon

34、ded PVC Seams,” Geosynthetics InternationalJournal, Industrial FabricsAssociation International (IFAI), Vol 10,No. 3, October 2003, pp. 645-659.(3) Thomas, R. W. and Stark, T. D., “Air-Channel Testing of ThermallyBonded PVC Geomembrane Seams,” Geotechnical Fabrics Re-port, Industrial Fabrics Associa

35、tion International, Vol 20, No. 8,October 2003, p. 10.(4) Stark, T. D., Choi, H., and Thomas, R. W., “Low Temperature AirChannel Testing of Thermally Bonded PVC Seams,” InternationalAssociation of Geosynthetic Installers, Industrial Fabrics Associa-tion International (IFAI), Vol 4, Issue 1, Winter 2

36、004, pp. 5-7.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 suc

37、h 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 withdrawn. Your comments are invited either for revision of this standard or for addit

38、ional standardsand 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

39、 ASTM Committee 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). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D7177 05 (2010)3