ASTM C1277-2008 Standard Specification for Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings.pdf

1、Designation: C 1277 08Standard Specification forShielded Couplings Joining Hubless Cast Iron Soil Pipe andFittings1This standard is issued under the fixed designation C 1277; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、 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 materials and testing ofshielded hubless couplings to join hubless cast iron soil pi

3、peand fittings.1.2 Several different types of hubless couplings are avail-able for use in hubless cast iron sanitary and storm drain, wasteand vent piping applications to connect hubless cast iron soilpipe and fittings by using a sleeve-type, or some other typecoupling device. It is the purpose of t

4、his specification to furnishinformation as to the characteristics of one such sleeve typecouplings when applied to cast iron soil pipe and fittingsmanufactured in accordance with Specification A 888, latestrevision, and CISPI-301, latest revision.1.3 The values stated in inch-pound units are to be r

5、egardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4 The committee with jurisdiction over this standard isaware of other comparable standard published by the Cast IronSoil Pipe Institute,

6、 CISPI-310, FM 1680 published by FactoryMutual, and Specification C 1540 published by ASTM.1.5 The following precautionary caveat 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

7、 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:2A 888 Specification for Hubless Cast Iron Soil Pipe andFittings for Sanita

8、ry and Storm Drain, Waste, and VentPiping ApplicationsC 564 Specification for Rubber Gaskets for Cast Iron SoilPipe and FittingsA 644 Terminology Relating to Iron CastingsC 1540 Specification for Heavy Duty Shielded CouplingsJoining Hubless Cast Iron Soil Pipe and Fittings2.2 CISPI Standard:CISPI-30

9、1 Specification for Hubless Cast Iron Soil Pipe andFittings for Sanitary and Storm Drain, Waste and VentPiping Applications3CISPI-310 Specification for Couplings for Use in Connec-tion with Hubless Cast Iron Soil Pipe and Fittings forSanitary and Storm Drain, Waste, and Vent Piping Appli-cations3FM

10、1680 Couplings Used in Hubless Cast Iron Systems forDrain, Waste or Vent, Sewer, Rainwater or Storm WaterSystem, Above or Below Ground, Industrial, Commercialand Residential43. Terminology3.1 Definitions:3.1.1 Definitions of the following terms used in this speci-fication are found in Terminology A

11、644.3.2 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 and shield.3.2.3

12、corrugated, nany method of embossing.3.2.4 coupling, nthe complete assembly.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.3.2.7 joint, nthe point of assembly consisting of thecoupling and the joined pipes or

13、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 gasket.1This specification is under the jurisdiction of ASTM Committee A04 on IronCastings and is the direct responsibility of

14、 Subcommittee A04.75 on Gaskets andCoupling for Plumbing and Sewer Piping.Current edition approved Oct. 1, 2008. Published November 2008. Originallyapproved in 1994. Last previous edition approved in 2006 as C 1277 06.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact AS

15、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 Cast Iron Soil Pipe Institute (CISPI), 5959 Shallowford Rd.,Suite 419, Chattanooga, TN 37421, http:/www.cispi.org.4Available fr

16、om Factory Mutual Research, 1151 Boston-Providence Turnpike,Norwood, MA, 02062.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4. Materials and Manufacture4.1 Physical properties of gaskets shall comply with Speci-fication C 564 and

17、the dimensions, material specifications,physical and chemical properties as shown in Fig. 1, Fig. 2,Table 1, and Table 2.4.2 Clamp assembly screws or bolts shall not have screw-driver slots.5. Elastomeric Gasket Requirements5.1 The elastomeric gasket shall consist of one piece con-forming to the phy

18、sical requirements of Specification C 564.5.1.1 The elastomeric gasket shall have an inside center stopthat does not create an enlargement chamber or recess with aledge, shoulder, or reduction of pipe area or offer an obstruc-tion to flow.Dimensions112 in. 2 in. 3 in. 4 in. 5 in. 6 in. 8 in. 10 in.

19、12 in. 15 in.A 1.062 1.062 1.062 1.062 1.500 1.500 2.000 2.000 2.750 2.750B 2.125 2.125 2.125 2.125 3.000 3.000 4.000 4.000 5.500 5.500D1 1.531 1.968 2.968 4.000 4.968 5.968 7.968 9.975 12.000 15.200D2 1.937 2.343 3.343 4.406 5.343 6.343 8.343 10.350 12.430 15.650NOTEDimensional Tolerances to be RMA

20、 Class 3 (See Table 1).FIG. 1 Rubber GasketC12770825.1.2 The elastomeric gasket shall be free of defects thataffect the use and serviceability.6. Clamp Assembly Requirements6.1 The shield and clamp assembly shall be made ofmaterial conforming to the requirements as outlined in Section6, Table 3 and

21、Fig. 3.6.1.1 All parts shall be of 300 series stainless steel. All partsmade from round stock shall be of 300 series stainless steel(excluding copper bearing alloys). The shield shall be corru-gated or otherwise provided with a mechanism to accommo-date maximum and minimum ODs of pipe and fittings a

22、ndinclude 2 stainless steel bands for sizes 112 to 4 in. and 4 bandsDimensions for Reducing Sleeves2 3 1-12 3 3 243 3A 1.062 1.062 1.062B 2.125 2.125 2.125C 0.297 0.594 0.625D1 1.531 1.968 2.968D2 1.937 2.343 3.343D3 2.343 3.343 4.406NOTEDimensional Tolerances to be RMA Class 3 (See Table 1).FIG. 2

23、Reducing Rubber GasketTABLE 1 Dimensional Tolerances for RubberStandardDimensional Tolerances RMA CLASS 3Size, in. Fixed, 6 Closure, 60 to 0.499 0.010 0.0150.500 to 0.999 0.010 0.0181.000 to 1.999 0.015 0.0202.000 to 2.999 0.020 0.0253.000 to 3.999 0.025 0.0304.000 to 4.999 0.030 0.0355.000 to 7.999

24、 0.035 0.050NOTE8.000 and overmultiplied by 0.0050. These are commercialtolerances.C1277083for 5 to 10 in. and 6 bands for 12 and 15 in. Each tighteningdevice housing shall interlock with a band at the unslotted end.The bands are to be fastened to the shield by riveting or suchother method that will

25、 insure that the bands will not becomeseparated from the shield. The shield and clamp assembly shallcomply with dimensions and material specifications, as aregiven in Table 3, Fig. 3, and Fig. 4.6.1.2 Clamp assemblies shall be tested to withstand no lessthan 125 % of manufacturers stated installatio

26、n torque or aminimum of 60 lbfin. (6.78 Nm) of applied torque, whicheveris greater, without visible signs of failure. The clamp assemblyshall be tested over a steel mandrel of the appropriate diameterand torqued as required.6.1.3 The clamped shield shall meet the requirements ofTable 3.6.1.4 The cou

27、plings shall meet the dimensional require-ments of Fig. 3.7. Couplings Requirements and Test Methods7.1 Assemble each coupling tested according to the manu-facturers instructions between two sections of randomlyselected hubless cast iron soil pipe meeting the requirements ofCISPI-301 or Specificatio

28、n A 888 and conduct the followingtest: deflection and shear. In addition, an unrestrained hydro-static test will be performed between two sections of machinedsteel pipe.7.1.1 Deflection Test:7.1.1.1 A test apparatus such as the one shown in Fig. 5 issuggested. Other testing apparati that provide res

29、traint to theassembly shall also be permitted. Close the outboard ends ofthe pipe with test plugs.7.1.1.2 Fill the assembly with water, expel all air, andhydrostatically pressurize to 4.3 psi (29.6 kPa) for the durationof the test. One pipe shall be rigidly supported and while theTABLE 2 Rubber Gask

30、et Physical RequirementsNOTE 1Material: The sealing sleeve shall be made from an elastomeric compound that meets the requirements of Specification C 564.NOTE 2Physical Tests: The test specimens shall be obtained from finished sleeves and tested pursuant to the methods described in the following tabl

31、e.TestPhysical Tests,Min or Max RequirementsASTMMethodTensile Strength 1500 psi min D 412Elongation 250 min D 412Durometer (Shore A) 70 6 5F at 76 6 5F D 2240Accelerated Aging 15 % max tensile and 20 % max elongation deterioration, 10 pointsmax; increase in hardness, all determinations after oven ag

32、ing for96 h at 158FD 573Compression Set 25 % max after 22 h at 158F D 395 Method BOil Immersion 80 % max. volume change after immersion in ASTM oil no. IRM903for 70 h at 212FD 471Ozone Cracking No visible cracking at 2 times magnification of the gasket after 100h. Exposure in 1.5 ppm ozone concentra

33、tion at 100F. Testing andinspection to be on gasket which is loop mounted to give approxi-mately 20 % elongation of outer surfaceD 1149Tear Resistance Die C; 150 lb min per inch of thickness D 624Water Absorption 20 % max by weight after 7 days at 158F D 471TABLE 3 Material SpecificationsBand Type 3

34、01 AISI Stainless SteelMinimum Tensile 165 000 psi for 112to 15 in.; Type 304 AISI Stainless Steel is permittedType 304 AISI Stainless SteelMinimum Tensile 140 000 psiEyelets/Rivets Type 300 AISI Stainless SteelScrew Housing Type 301 AISI Stainless Steel for 112 to 15 in.; Type 304 AISIStainless Ste

35、el is permittedScrew Type 305 AISI Stainless Steel516 Hex Head/Shoulder for 112 to 10in.;38 Hex Head/Shoulder for 12 and 15 in. is required forcouplings which require installed torque greater than 60 in.-lbfWhen other than38 in. hex head screw is used on 12 and 15 in.couplings, the coupling shall be

36、 labeled with the requiredinstallation torqueShield Type 301 AISI Stainless SteelBright Annealed Only (Annealed andPickled Not Acceptable)HardnessRockwell B-85 Max (Max Burr Height Not to Exceed25 % of Thickness) for Type 301 AISI Stainless Steel; RockwellB-95 Max (Max Burr Height Not to Exceed 25 %

37、 of Thickness) forType 304 AISI Stainless Steel(1) Construction for sizes 112 thru 10 in. shields have corrugations tapering in height from 0.000 to 0.030 in. at dimension “Y.” Y equals maximum of 1 in. (Type A Only)(2) Position clamps on shield as shown from inside end of clamp. Shield overlap to b

38、e as shown or reversed on 5, 6, 8, 10, 12, and 15 in. only.(3) Securely fasten each clamp to shield, two places for sizes 112 to 4 in., three places for sizes 5, 6, 8, 10, 12, and 15 in.(4) Details of detent on 5, 6, 8, and 10 in. bands are shown in Fig. 4 (optional for 12 and 15 in.).(5) Max “X” is

39、 that dimension to which the clamp must open and still maintain positive engagement of the screw in the slots of the clamping band. Min. “X” is thatdimension to which the clamping band must close and still maintain positive engagement of the screw in the slots of the clamping band.C1277084NOTEMarkin

40、g allowed of couplings using non-corrugated shieldsPipe Size,in.Dimensions, in.PCLWX7, min X7, max112 0.813 6 0.188 6.688 7.5 6 0.125 2.125 1.50 2.502 0.813 6 0.188 8.188 9.0 6 0.125 2.125 2.00 3.003 0.813 6 0.188 11.438 12.25 6 0.125 2.125 3.00 4.004 0.813 6 0.188 14.813 15.63 6 0.125 2.125 4.00 5.

41、005 2.375 6 0.125 17.563 19.94 6 0.125 3.000 5.30 6.206 2.375 6 0.125 20.250 22.63 6 0.125 3.000 6.30 7.208 3.000 6 0.125 26.000 29.00 6 0.125 4.000 8.30 9.2010 3.000 6 0.125 33.250 36.25 6 0.250 4.000 10.45 11.3512 3.500 6 0.125 39.100 42.60 6 0.250 5.500 12.53 13.2715 3.500 6 0.125 49.200 52.70 6

42、0.250 5.500 15.75 16.49FIG. 3 Shield and Clamp AssemblyC1277085assembly is under pressure, raise the opposite end of the otherpipe12 in. (12.7 mm) per lineal foot of pipe. Maintain thepressure for 5 min. Any leakage shall mean failure.7.1.2 Shear Test:7.1.2.1 Support two joined lengths of randomly s

43、electedhubless cast iron soil pipe on blocks, a minimum of 112 in.(38.1 mm) high, at three locations. One length shall be aminimum of 24 in. (609.6 mm) in length, supported on blocks,one near the uncoupled end, and the other immediatelyadjacent to the couplings. Firmly restrain this length in positi

44、onas shown in Fig. 6. The other coupled length shall be aminimum of 5 ft (1.52 m) in length and supported by a singleblock 6 in. (152.4 mm) from the end of the pipe.7.1.2.2 Fill the assembly with water and expel all air. Applya load of 50 lb/in. of nominal diameter at a point 6 in. (152.4mm) from th

45、e edge of the coupling upon a 12 in. (304.8 mm)length of (3 by 3) angle iron or load distribution pad located onthe top of the pipe immediately adjacent to the coupling of thepipe having one support only. Under this loading there shall beno visible leakage or displacement of more than38 in. (9.53mm)

46、 from true alignment adjacent to the coupling, when aninternal pressure equivalent to a 10 ft (3.05 m) head of water4.3 psi (29.6 kPa) is applied. Maintain the load and internalpressure for 15 min.7.1.3 Unrestrained Hydrostatic Test:7.1.3.1 Assemble each coupling tested according to themanufacturers

47、 instruction between two sections of machinedsteel pipe and conduct the thrust test.7.1.3.2 The assembly shall consist of a maximum outsidediameter pipe connected to a minimum outside diameter pipewith diameters as referenced in Table 4 and lengths as shownin Fig. 7. Machine the plain ends of the pi

48、pe to be used for thethrust test to the correct diameters. Plain ends shall have 0.015in. (0.38 mm) deep grooves machined circumferentially aroundthem at18 in. (3.18 mm) intervals down the pipe section for adistance equal to that covered by the elastomeric sleeve of theNOTEDetail of typical coupling

49、 is shown. Other couplings are allowed to have different designs such as spot welding.FIG. 4 Details of Detent on 5, 6, 8, and 10 in. Bands (Optional on 12 and 15 in.)FIG. 5 Deflection TestC1277086coupling being tested. The tool used to machine the groovesshall have a 60 inclined angle and cut into the pipe from aperpendicular position. The surface between the grooves shallbe a lathe turned surface of 125 RMS.FIG. 6 Shear TestTABLE 4 Dimensions and Tolerances for Hubless Pipeand FittingsSize, in. (mm) Outside Diameter, in. (mm)1