ASTM C1460-2008 Standard Specification for Shielded Transition Couplings for Use With Dissimilar DWV Pipe and Fittings Above Ground《地上用不同DWV管和配件用屏蔽转换联结器的标准规范》.pdf

《ASTM C1460-2008 Standard Specification for Shielded Transition Couplings for Use With Dissimilar DWV Pipe and Fittings Above Ground《地上用不同DWV管和配件用屏蔽转换联结器的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1460-2008 Standard Specification for Shielded Transition Couplings for Use With Dissimilar DWV Pipe and Fittings Above Ground《地上用不同DWV管和配件用屏蔽转换联结器的标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 1460 08Standard Specification forShielded Transition Couplings for Use With Dissimilar DWVPipe and Fittings Above Ground1This standard is issued under the fixed designation C 1460; the number immediately following the designation indicates the year oforiginal adoption or, in the case

2、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 the performance of shieldedtransition couplings to join dissimilar

3、DWV pipe and fittingsabove ground up to and including 10 in. pipe and fittings.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 considered standard.1.3 Th

4、e following precaution comment pertains only to thetest method portion, Section 7, of this specification. Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and heal

5、thpractices and determine the applicability of regulatory limita-tions prior to use.1.4 The committee with jurisdiction over this standard is notaware of any comparable standards published by other orga-nizations.2. Referenced Documents2.1 ASTM Standards:2A 493 Specification for Stainless Steel Wire

6、 and Wire Rodsfor Cold Heading and Cold ForgingC 564 Specification for Rubber Gaskets for Cast Iron SoilPipe and FittingsA 644 Terminology Relating to Iron Castings3. Terminology3.1 DefinitionsThe following definitions used in thisspecification are found in Terminology C 717: elastomeric,thermoset,

7、and thermoplastic3.2 Definitions of Terms Specific to This Standard:3.2.1 center stop, nan integral part of the gasket centeredon the axial length of the gasket intended to limit the insertiondepth of the pipe to be coupled.3.2.2 clamp assembly, nthat portion of the couplingexcluding the gasket.3.2.

8、3 coupling, nthe complete assembly.3.2.4 dissimilar DWV pipe and fittings, n pipe and fittingsmade of different materials or different outside diameters, orboth.3.2.5 fitting, nparts of a pipeline other than straight pipes,valves, or couplings.3.2.6 gasket, nthe elastomeric portion of the coupling.3

9、.2.7 joint, nthe point of assembly consisting of thecoupling and the joined pipes or fittings, or both.3.2.8 shield, nan external metallic protective device de-signed to protect the sealing gasket from external elements thatcould cause failure of the sealing assembly.4. Materials and Manufacture4.1

10、Physical properties of gaskets shall be in accordancewith Table 1 of Specification C 564, using the Durometerhardness column as specified by the manufacturer.4.2 All steel parts made from round stock shall be 300 seriesstainless steel and shall conform to the requirements ofSpecification A 493 (excl

11、uding copper bearing alloys).5. Elastomeric Gasket Requirements5.1 The elastomeric gasket shall consist of one piece inaccordance with the physical requirements of 4.15.1.1 The elastomeric gasket shall have an inside centerstop-ring spaced equal distance from the ends to serve as a stopbetween the p

12、ipe/fitting ends that does not create an enlarge-ment chamber or recess with a ledge, shoulder, or reduction ofpipe area or offer an obstruction to flow. A gasket without aninside center stop shall be permitted where telescoping of thepiping is necessary.5.1.2 The elastomeric gasket shall be free of

13、 defects thataffect the use and performance.6. Clamp Assembly Requirements6.1 Clamp assemblies shall be tested to withstand no lessthan 125 % of the manufacturer stated installation torque 60lb/in. minimum (6.78 N-m) of applied torque whichever isgreater without visible signs of failure. The clamp a

14、ssemblyshall be tested over a steel mandrel sized within the range ofthe clamp and torqued as required.1This specification is under the jurisdiction of ASTM Committee A04 on IronCastings .Current edition approved Oct. 1, 2008. Published October 2008. Originallyapproved in 2000. Last previous edition

15、 approved in 2004 as C 1460 - 04.2For 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 page onthe ASTM website.1Copyright ASTM Internationa

16、l, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6.2 Clamp assembly screws or bolts shall not have screw-driver slots.7. Coupling Requirements and Test Methods7.1 Assemble each coupling tested in accordance with themanufacturers instructions between two sections

17、 of randomlyselected pipe not to exceed 20 ft in length manufactured toappropriate standards for the type of pipe the couplings areexpected to join, and conduct the following tests:7.1.1 Deflection Test Mount each coupling tested betweentwo pieces of pipe as provided in 7.1. Close the out bound ends

18、of the pipe with test plugs. Fill the assembly with water, expelall air, and hydrostatically pressurize to 4.3 psi for the durationof the test. Rigidly support one pipe while the assembly isunder pressure, raise the opposite end of the other pipe one-halfinch per lineal foot of pipe. Maintain the pr

19、essure for 5 min anddo not permit leakage. A test apparatus such as the one shownin Fig. 1 is suggested.7.1.2 Shear TestFill the assembly with water, expel all air,and hydrostatically pressurize to 4.3 psi for the duration of thetest. Support two joined lengths of pipe selected in accordancewith 7.1

20、 on blocks at three locations. Support one length onblocks, one near the uncoupled end, and the other immediatelyadjacent to the couplings. Firmly restrain this length in position(see Fig. 2). Support the other coupled length by a single blockat the end of the pipe. Apply a load of 50 lb/in. of nomi

21、naldiameter at a point 6 in. from the edge of the coupling upon a12-in. length of (3 by 3) angle iron or load distributing padlocated on the top of the pipe immediately adjacent to thecoupling of the pipe having one support only. When testingreducing couplings, apply the load to the reduced size. Un

22、derthis loading there shall be no visible leakage displacement ofmore than38 in. from true alignment when an internal pressureequivalent to a 10-ft head of water (4.3 psi) is applied.Maintain the load and internal pressure 15 min and do notpermit leakage.7.2 Unrestrained Hydrostatic Joint Test:7.2.1

23、 Each coupling tested shall be assembled in accor-dance with the manufacturers instructions between two sec-tions of machined steel pipe and conduct the unrestrainedhydrostatic joint test.7.2.2 The plain ends of the pipe to be used shall bemachined to the correct nominal outside diameter of the type

24、sof pipe for which the coupling is intended to join. Plain endsshall have 0.015 in. (2 mm) deep grooves machined circum-ferentially around them at 0.125 in. (3.2 mm) intervals downthe pipe section for a distance equal to that covered by theelastomeric sleeve. The tool used to machine the grooves sha

25、llhave a 60 included angle and shall cut into the pipe from aperpendicular position. The surface between the grooves shallbe a lathe turned surface of 125 RMS. The plain ends of thepipe are to be uncoated and shall be cleaned with acetone andthoroughly dried before each assembly.7.2.3 Fill the pipe

26、assembly with water, expelling all air andincrease the hydrostatic pressure at a rate of 1 psi (6.9 kPa)every 30 s until the target test pressure is reached. The targettest pressure shall be 20 psi (138 kPa) for 112 through 5-in.pipe, 18 psi (124 kPa) for 6-in. pipe, 10 psi (69 kPa) for 8-in.pipe, a

27、nd 6 psi (41.4 kPa) for 10-in. pipe. When the targetpressure is reached, it shall be held for 10 min. Any leakage oraxial joint movement of more than 0.150 in. (3.8 mm) shallmean failure.7.2.4 Support the pipe assemblies in a manner that does notrestrain joint movement as shown in Fig. 3.8. Markings

28、 and Identification8.1 Each clamp assembly and gasket shall be permanentlymarked with the manufacturers name or U.S. registeredtrademark, country of origin, and the pipe size and class forwhich it is designed.8.2 Each clamp assembly shall be labeled or permanentlymarked as to the material(s) for whi

29、ch it is intended. The labelor marking shall be visible after installation.FIG. 1 Deflection TestC1460082FIG. 2 Shear Test1. Pressure Regulator2. Pressure Gauge, 1 psi increments, 0-100 PSI3. Dial indicator4. Air Bleed Off Vent5. Pipe6. Coupling7. Alignment Brackets8. Clamp9. Test Stand10.38 9 Quick

30、 Disconnect Coupling11.38 9 Rubber hoseFIG. 3 Unrestrained Hydrostatic Joint Testing ApparatusC1460083ASTM 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 de

31、termination 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

32、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 technical committee, which you may attend. If you feel t

33、hat 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 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).C1460084