ASTM D2672-2014 Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement《使用溶剂粘合剂的IPS PVC管连接件的标准规格》.pdf

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1、Designation: D2672 14Standard Specification forJoints for IPS PVC Pipe Using Solvent Cement1This standard is issued under the fixed designation D2672; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A num

2、ber 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 of Defense.1. Scope*1.1 This specification covers the socket produced for s

3、ol-vent cement joints on both pressure and non-pressure IPS pipe.It also covers the testing of the joints on both pressure andnon-pressure pipe, and includes requirements for socketdimensions, burst pressure, and joint tightness tests of thesolvent cemented joints. The tests described are not intend

4、edfor routine quality control, but rather to evaluate the perfor-mance characteristics of the joint.NOTE 1On dual marked Schedule 40 DWV and potable water pipe,the socket bells must conform to the dimensional and physical require-ments for pressure socket bells.1.2 The text of this specification ref

5、erences notes, footnotes,and appendixes which provide explanatory material. Thesenotes and footnotes (excluding those in tables and figures) shallnot be considered as requirements of the specification.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parent

6、heses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.NOTE 2Changes in ground, water, or air temperature will produceexpansion or contraction forces in PVC piping, and these will result inlongitudinal shear stresses in the solvent cement

7、joints. These stressesmust be considered in the design and operation of the system.NOTE 3See Practice D618 for information relating to this specifica-tion.1.4 The following safety hazards caveat pertains only to thetest method portion, Section 10, of this specification. Thisstandard does not purport

8、 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 healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Pra

9、ctice for Conditioning Plastics for TestingD1599 Test Method for Resistance to Short-Time HydraulicPressure of Plastic Pipe, Tubing, and FittingsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1785 Specification for Poly(Vinyl Chloride) (PVC) PlasticPipe, Schedules 40, 80, and 120D2122

10、Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2241 Specification for Poly(Vinyl Chloride) (PVC)Pressure-Rated Pipe (SDR Series)D2565 Practice for Xenon-Arc Exposure of Plastics In-tended for Outdoor ApplicationsD2665 Specification for Poly(Vinyl Chloride) (PVC) PlasticDr

11、ain, Waste, and Vent Pipe and FittingsD2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and FittingsF412 Terminology Relating to Plastic Piping SystemsF512 Specification for Smooth-Wall Poly(Vinyl Chloride)(PVC) Conduit and Fittings for Underground InstallationF65

12、6 Specification for Primers for Use in Solvent CementJoints of Poly(Vinyl Chloride) (PVC) Plastic Pipe andFittings2.2 NSF Standard:Standard No. 14 for Plastic Piping Components and RelatedMaterials33. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F412 and abbreviations ar

13、e in accordance with Termi-nology D1600, unless otherwise specified.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.20 on Joining.Current edition approved Nov. 15, 2014. Published February 2015. Origina

14、llyapproved in 1968. Last previous edition approved in 2009 as D2672 96a(2009).DOI: 10.1520/D2672-14.2For 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 D

15、ocument Summary page onthe ASTM website.3Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140, http:/www.nsf.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohoc

16、ken, PA 19428-2959. United States14. Materials4.1 GeneralPVC plastics used to make the pipe, which arebelled under this specification, are designated in PVC productstandards referencing this standard.4.2 Solvent cements must conform to the requirements ofSpecification D2565.4.3 Primers must conform

17、to the requirements of Specifica-tion F656.5. Requirements5.1 Bell Socket Dimensions and Tolerances:5.1.1 Diameters and LengthThe diameter, lengths, andtolerances of the bell sockets shall be as shown in Table 1 whenmeasured in accordance with Test Method D2122.5.1.2 Wall ThicknessesThe minimum wall

18、 thicknesses ofthe sockets (bell) shall not be less than 90 % of the minimumsshown for the pressure pipe in the applicable ASTM specifi-cation. For non-pressure pipe, the integral socket (bell) shall beconsidered satisfactory when formed from pipe which meetsthe minimum wall thickness requirements o

19、f the applicableASTM specification when measured in accordance with TestMethod D2122.5.2 Joint Tests:5.2.1 Burst PressureThe minimum burst pressures forpipe and (bell) socket on pressure pipe shall be as given forpressure pipe in the applicable ASTM specification whendetermined in accordance with 10

20、.3.5.2.2 Joint TightnessThe (bell) socket joint on non-pressure pipe shall not leak when tested in accordance with10.4.6. Workmanship6.1 Each socket (bell) is required to be uniform in depth,circular in cross section concentric with the pipe, and to havean end as square as commercially practicable.T

21、ABLE 1 Tapered Sockets for Bell-End Pipe, in. (mm)Pipe Size,in.ASocket Entrance Diameter, in. (mm)BSocket Bottom Diameter, in. (mm)CSocket Length, in. (mm), minANominalDiameterTolerance onNominalDiameterMaximumOut-of-RoundBNominalDiameterTolerance onNominalDiameterMaximumOut-of-RoundBPressureNon-Pre

22、s-sureC18 0.417 (10.59) 0.004 (0.10) 0.024 (0.61) 0.401 (10.18) 0.004 (0.10) 0.024 (0.61) 0.500 (12.70) . . .14 0.552 (14.02) 0.004 (0.10) 0.024 (0.61) 0.536 (13.61) 0.004 (0.10) 0.024 (0.61) 0.500 (12.70) . . .38 0.687 (17.45) 0.004 (0.10) 0.024 (0.61) 0.671 (17.04) 0.004 (0.10) 0.024 (0.61) 0.750

23、(19.05) . . .12 0.848 (21.54) 0.004 (0.10) 0.024 (0.61) 0.836 (21.23) 0.004 (0.10) 0.024 (0.61) 1.000 (25.40) 1.000 (25.40)34 1.058 (26.87) 0.004 (0.10) 0.028 (0.71) 1.046 (26.57) 0.004 (0.10) 0.028 (0.71) 1.250 (31.75) 1.000 (25.40)1 1.325 (33.65) 0.005 (0.13) 0.030 (0.76) 1.310 (33.27) 0.005 (0.13

24、) 0.030 (0.76) 1.500 (38.10) 1.000 (25.40)114 1.670 (42.42) 0.005 (0.13) 0.034 (0.86) 1.655 (42.04) 0.005 (0.13) 0.034 (0.86) 1.750 (44.45) 1.250 (31.75)112 1.912 (48.56) 0.006 (0.15) 0.036 (0.91) 1.894 (48.11) 0.006 (0.15) 0.036 (0.91) 2.000 (50.80) 1.375 (34.92)2 2.387 (60.63) 0.006 (0.15) 0.036 (

25、0.91) 2.363 (60.02) 0.006 (0.15) 0.036 (0.91) 2.250 (57.15) 1.750 (44.45)212 2.889 (73.38) 0.007 (0.18) 0.044 (1.12) 2.861 (72.67) 0.007 (0.18) 0.044 (1.12) 2.500 (63.50) 2.000 (50.80)3 3.516 (89.31) 0.008 (0.20) 0.046 (1.17) 3.484 (88.49) 0.008 (0.20) 0.046 (1.17) 3.250 (82.55) 2.875 (73.02)312 4.0

26、16 (102.01) 0.008 (0.20) 0.046 (1.17) 3.984 (101.19) 0.008 (0.20) 0.046 (1.17) 3.500 (88.90) 3.125 (79.37)4 4.518 (114.76) 0.009 (0.23) 0.048 (1.22) 4.482 (113.84) 0.009 (0.23) 0.048 (1.22) 4.000 (101.60) 3.375 (85.72)5 5.583 (141.81) 0.010 (0.25) 0.080 (2.03) 5.543 (140.79) 0.010 (0.25) 0.080 (2.03

27、) 4.000 (101.60) 4.000 (101.60)6 6.647 (168.83) 0.011 (0.28) 0.082 (2.08) 6.603 (167.72) 0.011 (0.28) 0.082 (2.08) 6.000 (152.40) 5.000 (127.00)8 8.655 (219.84) 0.015 (0.38) 0.120 (3.05) 8.598 (218.39) 0.015 (0.38) 0.120 (3.05) 6.000 (152.40) 5.000 (127.00)10 10.776 (273.71) 0.015 (0.38) 0.130 (3.30

28、) 10.722 (272.34) 0.015 (0.38) 0.130 (3.30) 7.500 (190.50) 6.500 (165.10)12 12.778 (324.56) 0.015 (0.38) 0.150 (3.81) 12.721 (323.11) 0.015 (0.38) 0.150 (3.81) 8.500 (215.90) 7.500 (190.50)14 14.035 (356.49) 0.015 (0.38) 0.150 (3.81) 13.985 (355.22) 0.015 (0.38) 0.150 (3.81) 9.000 (228.60) 8.000 (20

29、3.20)16 16.045 (410.08) 0.015 (0.38) 0.160 (4.06) 15.980 (405.89) 0.015 (0.38) 0.160 (4.06) 10.000 (254.00) 9.000 (228.60)18 18.055 (458.60) 0.020 (0.51) 0.180 (4.57) 17.980 (456.69) 0.020 (0.51) 0.180 (4.57) 12.000 (304.80) 10.000 (254.00)20 20.065 (509.65) 0.025 (0.64) 0.200 (5.08) 19.980 (507.49)

30、 0.025 (0.64) 0.200 (5.08) 12.000 (304.80) 11.000 (279.40)24 24.075 (611.51) 0.030 (0.76) 0.240 (6.10) 23.970 (608.84) 0.030 (0.76) 0.240 (6.10) 12.000 (304.80) 12.000 (304.80)AAll tolerances on minimum dimensions shall be on the plus side.B“Out-of-round” is defined as the maximum measured diameter

31、less the minimum measured diameter.CMaximum length = +0.250 in. (6.350 mm).D2672 1427. Retest and Rejection7.1 If the results of any test(s) do not meet the requirementsof this specification, the test(s) shall be conducted again onlyby agreement between the purchaser and the seller. Under suchagreem

32、ent, 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 the test(s) does not meetthe requirements of this specification.8. Sampling and Test Sp

33、ecimens8.1 Take at random a sample of the pipe with (bell) socketsufficient to determine conformance with this specification.8.1.1 The test specimens for any pressure test shall have atleast a part of the marking in their central sections. The centralsection is that portion of pipe which is at least

34、 one pipediameter away from an end closure.8.1.2 Dry Fit of JointManually insert a chamfered ordeburred pipe spigot into the socket (bell). There must be aninterference between the spigot and bell after inserting thespigot one third to two thirds of socket (bell) depth.9. Conditioning9.1 Condition t

35、he test specimens at 73.4 6 3.6F (23 62C) and 50 6 10 % relative humidity for not less than 40 hprior to test in accordance with Procedure A of Practice D618,for those tests requiring conditioning.10. Test Methods10.1 Test ConditionsConduct the tests in the StandardLaboratory Atmosphere of 73.4 6 3.

36、6F (23 6 2C) and 50 610 % relative humidity, unless otherwise specified in PracticeD618 or in this specification.10.2 Socket Joint AssemblyAssemble the socket joint perPractice D2855, and condition at 73.4F (23C) for a minimumof 48 h.10.3 Burst Pressure Test of Joint AssemblyDetermine theburst press

37、ure of one specimen in accordance with Test MethodD1599. The assembled socket (bell) joint shall be within themiddle 30 % of the overall specimen length. The time to failureof the specimen shall be between 60 and 70 s.10.4 Socket Joint Tightness TestSubject the assembly toan internal pressure of 25

38、psi (170 kPa) using water as the testmedium. Maintain this pressure for at least 1 h. There shall beno leakage.11. Marking and Quality Assurance11.1 When pipe, made in accordance with SpecificationsD1785, D2241, D2665 and F512, is marked with ASTMdesignation D2672, in addition to the pipe standard,

39、it affirmsthat the sockets (bell) were manufactured, inspected, sampled,and tested in accordance with this specification and have beenfound to meet the requirements of this specification. However,the designation marking, D2672, is not required.APPENDIX(Nonmandatory Information)X1. SOLVENT CEMENTING

40、JOINTS 10 IN. AND LARGERX1.1 If it is necessary, cut the pipe to length, making surethe cut is square. Chamfer cut ends and remove all burrs.X1.2 Examine bell and pipe end for damage before cement-ing joint.X1.3 Clean the matting surfaces of the pipe and fitting toremove dirt and foreign matter imme

41、diately before proceedingto the next step. Mark the pipe end with a bell depth line whichwill show when full penetration has been achieved.X1.4 Check the dry fit of pipe in bell. This is critical onlarger sizes because tolerances increase as the diametersincrease. If a slightly loose fit occurs, app

42、ly a second coat ofcement to the pipe end before assembly.X1.5 Prepare the joining surfaces by applying an approvedprimer. The surfaces are softened by this process. The primertakes longer to penetrate the surfaces at lower temperatures.Below 40F, it may take three to four times as long to get goods

43、urface penetration. Penetration is satisfactory when 2 to 5 milscan be scraped from the surface. The interior surface of the bellshould be given special attention because some silicone releaseagent residue may be present.X1.6 Immediately after priming, apply the solvent cementusing a wide bristle pa

44、int brush or a roller. Apply a heavy coatof solvent cement to the pipe end, and a light coat to the insideof the bell. Both mating surfaces should be completely covered.Apply sufficient cement to the mating surfaces to fill the gapbetween the pipe and the bell. If there are no finished surfacesbelow

45、 the joint, the cement may be poured on the pipe surfaceand inside the bell and spread with a brush. Use an extra-heavy-bodied cement to extend the working time when el-evated temperature and low humidity conditions exist.X1.7 The pipe must immediately be pushed into the bellwhile the (cement) surfa

46、ces are still wet. Two operators areneeded to simultaneously apply primer and cement, andsubsequently push the pipe into the bell. The force is providedby using a bar and wood plank. Alternatively, one or two“come-alongs” or lever pullers may be used, but sufficientchain with a choker strap must be

47、laid out on either side of thejoint before the cement is applied. Immediately after the primerand cement are applied, the “come-alongs” must be hooked up,and the joint is pulled together.X1.8 The new assembly must be held in place with theassembly apparatus for 1 to 2 min (depending on size andD2672

48、 143degree of interference) to permit the handling set to occur. Thehandling set must be completed before starting on the nextjoint. Handling set has been attained when there is no evidenceof joint push out after the holding force is released.X1.9 Before subjecting the joint to installation stresses

49、 suchas realignment to adjust slope, or bending, allow for initial set.See initial set times recommended in Table X1.1.X1.10 Allow the joint to cure for the times recommended inTable X1.2 before filling the line for test, or placing it inservice.NOTE X1.1Other joint systems are available for use when weatherand installation conditions make the solvent cementing of larger size PVCpipe very difficult.NOTE X1.2Also refer to Practice D2855.SUMMARY OF CHANGESComm