ANSI ASTM D3212-2007 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals《使用软质人造橡胶密封料制塑料排水管和污水管用接头的规范》.pdf

《ANSI ASTM D3212-2007 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals《使用软质人造橡胶密封料制塑料排水管和污水管用接头的规范》.pdf》由会员分享，可在线阅读，更多相关《ANSI ASTM D3212-2007 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals《使用软质人造橡胶密封料制塑料排水管和污水管用接头的规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D3212 07 (Reapproved 2013) An American National StandardStandard Specification forJoints for Drain and Sewer Plastic Pipes Using FlexibleElastomeric Seals1This standard is issued under the fixed designation D3212; the number immediately following the designation indicates the year ofori

2、ginal 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.This standard has been approved for use by agencies of the U.S. Department

3、 of Defense.1. Scope1.1 This specification covers joints for plastic pipe systemsintended for drain, and gravity sewerage pipe at internal orexternal pressures less than 25-ft head using flexible watertightelastomeric seals. This specification is intended to cover thetest requirements, test methods,

4、 and acceptable materials. Thetest methods described for the joints are not intended to beroutine quality control tests but to be reliability or performancerequirements.1.2 The text of this specification references notes, footnotes,and appendixes which provide explanatory material. Thesenotes and fo

5、otnotes (excluding those in tables and figures) shallnot be considered as requirements of the specification.1.3 The following safety hazards caveat pertains only to thetest method portion, paragraph 7.5, of this specification:Thisstandard does not purport to address all of the safety concerns,if any

6、, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D2122 Test Method for Determining Dimensions of Ther-

7、moplastic Pipe and FittingsF477 Specification for Elastomeric Seals (Gaskets) for Join-ing Plastic PipeF913 Specification for Thermoplastic Elastomeric Seals(Gaskets) for Joining Plastic Pipe3. Types3.1 This specification covers two types of joints based oneffecting watertightness through compressio

8、n of an elastomericseal or ring:3.1.1 Push-on JointA joint in which an elastomeric ringgasket is compressed in the annular space between a bell endor socket and a spigot end of pipe.3.1.2 Mechanical JointA joint made using mechanicalmeans or devices to develop a pressure seal.4. Materials4.1 Materia

9、l used for elastomeric seal in push-on jointsshall meet the requirements of either Specification F477 orF913.4.2 Lubricant, if required, shall be suitable for lubricatingthe parts of the joints in the assembly. The lubricant shall haveno deteriorating effects on the gasket and pipe materials.5. Gene

10、ral Requirements5.1 Joints shall not leak when subjected to the internal andexternal hydrostatic tests of Section 7 for a period of 10 min.5.2 All surfaces of the joint upon or against which thegasket bears shall be smooth and free of cracks, fractures, orimperfections.5.3 DrawingsThe manufacturer s

11、hall furnish drawings ofthe joint and gasket if requested by the purchaser.5.4 The gasket shall be the sole element depended upon tomake the joint flexible and watertight. The gasket shall be acontinuous elastomeric ring.5.5 In mechanical joints, the pipe spigot shall have a wallthickness sufficient

12、 to withstand, without deformation orcollapse, the compressive force exerted when the fitting istightened.5.6 Some joint designs provide for the angular deflection ofa pipe joint, without reducing watertightness. Where greaterdeflections are required than permitted by the joint design,suitable fitti

13、ngs must be provided.5.7 The joint components shall be of such design that theywill withstand the forces caused by the compression of the1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.20 on Joining.Cur

14、rent edition approved Feb. 1, 2013. Published February 2013. Originallyapproved in 1973. Last previous edition approved in 2007 as D3212 07. DOI:10.1520/D3212-07R13.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Bo

15、ok of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.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 recogn

16、ized principles 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.1gasket when joined without cracking or fracturing when testedin a

17、ccordance with the requirements of the pipe manufacturer.6. Dimensions and Tolerances6.1 Dimensions of the joint components shall be in accor-dance with the manufacturers standard design dimensions andtolerances. Such dimensions shall be gaged at sufficientlyfrequent intervals to assure dimensional

18、control and satisfac-tory joint assembly. The method for measuring these dimen-sions shall be in accordance with Test Method D2122.6.2 Gasket dimensions shall be in accordance with themanufacturers standard design dimensions and tolerances.The gasket shall be of such size and shape as to provide ana

19、dequate compressive force against the spigot and socket afterassembly, to effect a positive seal under all combinations ofjoint and gasket tolerances, when tested in accordance withSection 7.7. Joint Qualification Requirements7.1 Assemble a piece of pipe into a bell or fitting as shownin Fig. 1. Sea

20、l the openings, using either solvent cement capsas shown, or mechanical sealing devices. The gasket shall belubricated as instructed by the manufacturer. Use water in theabsence of other lubricants.7.2 Perform the pressure and vacuum tests as described in7.5 on two properly joined pipes in straight

21、alignment.7.3 Deflect the joint to the maximum angular misalignmentspecified by the manufacturer. With the joint deflected, performpressure and vacuum tests described in 7.5.7.4 Using the test fixture shown in Fig. 2, commencemeasuring deflection when the load contacts the top of thepipe. Apply furt

22、her load until the point of load application hasmoved downward 5 % of the pipe outside diameter. Hold thisposition and perform the tests described in 7.5.NOTE 1The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation withrespect to

23、 in-use deflection.7.5 Test Methods:NOTE 2It is acceptable to perform the vacuum and pressure tests inany order. As an option to seat the gasket, or in referee testing if agreedby all parties, the sequence of tests may be pressure, vacuum, pressure foreach condition in 7.2, 7.3, and 7.4.7.5.1 Intern

24、al Pressure TestFill the assembly with water.External restraints should be provided in the test equipment toprevent separation of the gasket joint under pressure. Apply apressure of 74 kPa (10.8 psi) (gage) (25-ft head) for 10 min.Visible leaks in the gasket joint constitute a failure.7.5.2 Vacuum T

25、estFill the assembly with air only. Apply avacuum of 74 kPa (22 in. Hg). Close the valve and remove thevacuum line. Allow the assembly to stand for 10 min to checkfor leaks before testing. The internal pressure shall not changemore than 3 kPa (1 in. Hg). Perform the test required, notingthe internal

26、 pressure after the test condition is attained andagain 10 min later. The internal pressure shall not change morethan 17 kPa (5 in. Hg) during this second 10-min period.8. Retest and Rejection8.1 If the results of any test(s) do not meet the requirementsof this specification, the test(s) shall be co

27、nducted again onlyby agreement between the purchaser and the seller. Under suchagreement, minimum requirements shall not be lowered, nortests omitted, substituted, changed, or modified, nor shallspecification limits be changed. If upon retest, failure occurs,the quantity of product represented by th

28、e test(s) does not meetthe requirements of this specification.9. Keywords9.1 compression-type; elastomeric; joints; push-on joints;sealsFIG. 1 Test SpecimenD3212 07 (2013)2ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned

29、in 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 m

30、ust be reviewed 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 t

31、heresponsible 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 C7

32、00, 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 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 1L = actual pipe diameter or 610 mm (24 in.), whichever is greater.FIG. 2 Shear Deflection TestD3212 07 (2013)3