ASTM F1365-1991(2018) Standard Test Method for Water Infiltration Resistance of Plastic Underground Conduit Joints Which Use Flexible Elastomeric Seals《使用柔性弹性密封件的塑料地下管道接头抗渗水性的标准试验方.pdf

《ASTM F1365-1991(2018) Standard Test Method for Water Infiltration Resistance of Plastic Underground Conduit Joints Which Use Flexible Elastomeric Seals《使用柔性弹性密封件的塑料地下管道接头抗渗水性的标准试验方.pdf》由会员分享，可在线阅读，更多相关《ASTM F1365-1991(2018) Standard Test Method for Water Infiltration Resistance of Plastic Underground Conduit Joints Which Use Flexible Elastomeric Seals《使用柔性弹性密封件的塑料地下管道接头抗渗水性的标准试验方.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F1365 91 (Reapproved 2018)Standard Test Method forWater Infiltration Resistance of Plastic UndergroundConduit Joints Which Use Flexible Elastomeric Seals1This standard is issued under the fixed designation F1365; the number immediately following the designation indicates the year oforig

2、inal 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. Scope1.1 This test method covers the determination of the waterinfiltrat

3、ion resistance of gasketed plastic underground conduitjoints using a pressurized water bladder apparatus.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

4、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, health, and environmental practices and deter-mine the applicability of regulatory limi

5、tations prior to use.1.4 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization

6、 TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsF512 Specification for Smooth-Wall Poly(Vinyl Chloride)(PVC) Conduit and Fittings

7、for Underground Installation2.2 Underwriters Laboratories (UL) Standard:3UL 651 Schedule 40 and 80 Rigid PVC Conduit2.3 National Electrical Manufacturers Association (NEMA)Standards:4TC-2 Electrical Plastic Tubing (EPT) and Conduit (EPC-40and EPC-80)TC-6 PVC and ABS Plastic Utilities Duct for Underg

8、roundInstallationTC-8 Extra-Strength PVC Plastic Utilities Duct for Under-ground Installation3. Significance and Use3.1 Underground electrical and communication conduitshould be impervious to groundwater in order to preventdamage to conductors and utility vaults. The bladder testdescribed in this te

9、st method may be used to qualify potentialgasketed conduit systems by indicating whether the jointsystem will prevent water infiltration.3.2 This test method can be used to qualify joints for plasticunderground conduits using flexible elastomeric seals.However, it should not be assumed that a joint

10、system thatpasses this test method will be able to seal under cases ofmisinstallation or abuse, or both.3.3 This test method covers all of the following gasketedconduit types: encased burial (EB) excluding EB20, directburial (DB), telecommunications, cable television, and Sched-ule 40 conduit and Sc

11、hedule 80 conduit. Trade sizes coveredare 2-in. nominal size and larger. (See UL 651; NEMA TC-2,TC-6, and TC 8; and Specification F512.)3.4 This test method also covers fittings that are intended foruse with the conduit types described in 3.3 and which useflexible elastomeric seals.4. Apparatus4.1 G

12、eneralOne type of bladder joint tester is shown inFig. 1.4.2 Bladder:4.2.1 The bladder shall be similar to that shown in Fig. 1.The bladder shall be comprised of a reinforced elastomeric1This test method is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct respo

13、nsibility of Subcommittee F17.40 on TestMethods.Current edition approved Feb. 1, 2018. Published March 2018. Originallyapproved in 1991. Last previous edition approved in 2013 as F1365 91(2013) DOI:10.1520/F1365-91R18.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact AS

14、TM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Underwriters Laboratories (UL), 2600 N.W. Lake Rd., Camas,WA 98607-8542, http:/.4Available from National Electrical Manufacture

15、rs Association (NEMA), 1300N. 17th St., Suite 900, Arlington, VA 22209, http:/www.nema.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principl

16、es 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.1tube that is capable of providing a watertight capsule aroundthe subject joint

17、 specimen.4.2.2 The bladder shall be able to safely contain an internalwater pressure of at least 11.0 psi (75 kPa).4.2.3 The bladder shall have plumbing connections thatallow the bladder to be pressurized with water and that allowtrapped air to be bled out of the bladder.4.2.4 The bladder shall hav

18、e a pressure gauge that indicatespressure in the bladder. This gauge shall be capable ofmeasuring 11 psi (75 kPa) (gauge) with an accuracy of 60.5psi (63.5 kPa) (gauge).4.3 Support Fixture:4.3.1 The support fixture shall constrain movement of thetest specimen and bladder during testing.4.3.2 The sup

19、port fixture shall be capable of axially deflect-ing the joint specimen about the joint to the maximumdeflection angle recommended by the joint manufacturer.NOTE 1Axial deflection of a gasketed pipe joint will also inducediametric deformation of the bell and spigot if the angle of axial deflectionis

20、 large enough. This can be beneficial when evaluating the sealing abilityof a gasketed pipe joint.5. Test Specimens5.1 The gasketed joint specimen shall be comprised of agasketed bell and a spigot with a chamfer on the outsidediameter edge. Both the bell and spigot shall be of sufficientlength to ex

21、tend out beyond the bladder enough to provide ameans by which to attach the specimen/bladder assembly to thesupport fixture.5.2 Bell specifications and spigot chamfer specificationsshall be determined by the manufacturer, but the specimensshall be representative of normal and customary production by

22、the manufacturer. (See Test Method D2122.)5.3 Three specimens shall be tested for each size of gas-keted conduit.6. Conditioning6.1 Condition specimens for at least 2 h in air at atemperature of 73.4 6 3.6 F (23 6 2 C) and conduct the testin a room maintained at the same temperature. (See PracticeD6

23、18.)7. Procedure7.1 Select and condition three sets of gasketed bells andspigots of the same nominal size according to Sections 5 and 6of this test method.7.2 Mark the specimens with consecutive numbers, startingwith “1” and ending with “3.”7.3 Select a bell/spigot pair and apply a joint lubricantre

24、commended by the conduit manufacturer to both the bell andspigot according to the lubricant manufacturers directions.7.4 Insert the spigot into the bell until the insertion line onthe spigot is flush with the bell lip.7.5 Slide the bladder over the assembled conduit joint andcenter the bladder over

25、the joint seam. Seal the ends of thebladder to the spigot and bell.NOTE 2The type of clamps used to seal the bladder to the specimenand the location of the clamps on the specimen may influence the amountof bell and spigot deformation when the joint is deflected axially.7.6 Attach all plumbing in acc

26、ordance with 4.2.3 and 4.2.4to the bladder assembly.7.7 Attach the bladder/specimen assembly to the test fixturein a horizontal, axially straight position.7.8 Fill the bladder with water and bleed off trapped air. Donot allow the bladder to pressurize past 5 psi (34 kPa) duringthe filling and air bl

27、eeding of the bladder.7.9 After all air is bled from the bladder, pressurize thebladder to 11 psi (75 kPa) and allow the bladder pressure tostabilize for 5 min.7.10 After the stabilization period, make the necessaryadjustments to the bladder pressure to return it to 11.0 6 0.5psi (75 6 3.5 kPa).7.11

28、 Check for water leakage inside specimen. Leakage atthis point constitutes failure of the test.7.12 Visually check for leakage of the joint at 5, 10, and15-min intervals. If leakage is detected at any interval, discon-tinue the test. Any leakage constitutes a failure of the test.7.13 If no leakage h

29、as occurred to this point, repeat 7.12after axially misaligning the same joint to the maximumamount allowed by the joint manufacturer.7.14 Any leakage during any part of the test constitutesfailure of the test and the test may be suspended at that point.7.15 Repeat 7.3 through 7.14 for the remaining

30、 joints.FIG. 1 Bladder Test ApparatusF1365 91 (2018)27.16 If other sizes of conduit are to be tested, repeat 7.1through 7.15.8. Report8.1 Each test of a nominal size of conduit (three specimens)shall generate a test report.8.2 The test report shall include the following:8.2.1 Identification of the b

31、ell and spigot specimens used inthe test, including nominal size, type of conduit, material ofmanufacture, type and source of gasket, and the name of thejoint manufacturer.8.2.2 Whether the joint passed or failed the test. If the jointfailed, state at what point in the test failure occurred.8.2.3 Da

32、te(s) of testing.8.2.4 Location of testing.8.2.5 Name(s) of personnel conducting test.8.2.6 Comments, if appropriate.9. Precision and Bias9.1 No statement is made about either the precision or biasof this test method for determining water infiltration resistancesince the result merely states whether

33、 there is conformance tothe criteria for success specified in the procedure.10. Keywords10.1 bladder; gasketed conduit; underground conduit; waterinfiltrationASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standa

34、rd. 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 reviewe

35、d every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible

36、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 ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consh

37、ohocken, 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 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 91 (2018)3