ASTM D2672-1996a(2003) Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement《使用溶解粘固剂的IPS PVC管用接头的标准规范》.pdf

《ASTM D2672-1996a(2003) Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement《使用溶解粘固剂的IPS PVC管用接头的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D2672-1996a(2003) Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement《使用溶解粘固剂的IPS PVC管用接头的标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 2672 96a (Reapproved 2003)An American National StandardStandard Specification forJoints for IPS PVC Pipe Using Solvent Cement1This standard is issued under the fixed designation D 2672; the number immediately following the designation indicates the year oforiginal adoption or, in the

2、case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This s

3、pecification covers the socket produced for sol-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 socket di-mensions, burst pressure, and joint tightness tests of the solventceme

4、nted joints. The tests described are not intended forroutine quality control, but rather to evaluate the performancecharacteristics 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

5、 bells.1.2 The text of this specification references 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 re

6、gardedas the standard. The values given in parentheses are forinformation only.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 joints. These stressesmust be conside

7、red in the design and operation of the system.NOTE 3See Practice D 618 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 to address all of the safety concer

8、ns,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:D 618 Practice for Conditioning Plastics for

9、Testing2D 1599 Test Method for Short-Time Hydraulic Failure Pres-sure of Plastic Pipe, Tubing, and Fittings3D 1600 Terminology for Abbreviated Terms Relating toPlastics2D 1785 Specification for Poly(Vinyl Chloride) (PVC) Plas-tic Pipe, Schedules 40, 80, and 1203D 2122 Test Method for Determining Dim

10、ensions of Ther-moplastic Pipe and Fittings3D 2241 Specification for Poly(Vinyl Chloride) (PVC)Pressure-Rated Pipe (SDR Series)3D 2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC) Plastic Piping Systems3D 2665 Specification for Poly(Vinyl Chloride) (PVC) Plas-tic Drain, Waste, and

11、 Vent Pipe and Fittings3D 2855 Practice for Making Solvent-Cemented Joints withPoly(Vinyl Chloride) (PVC) Pipe and Fittings3F 412 Terminology Relating to Plastic Piping Systems3F 512 Specification for Smooth-Wall Poly(Vinyl Chloride)(PVC) Conduit and Fittings for Underground Installation3F 656 Speci

12、fication for Primers for Use in Solvent CementJoints of Poly(Vinyl Chloride) (PVC) Plastic Pipe andFittings32.2 NSF Standard:Standard No. 14 for Plastic Piping Components and RelatedMaterials43. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F 412 and abbreviations are in

13、accordance with Termi-nology D 1600, unless otherwise specified.4. Materials4.1 GeneralPVC plastics used to make the pipe, whichare belled under this specification, are designated in PVCproduct standards referencing this standard.4.2 Solvent cements must conform to the requirements ofSpecification D

14、 2564.4.3 Primers must conform to the requirements of Specifica-tion F 656.1This 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 Aug. 10, 2003. Published September 2003.

15、 Originallyapproved in 1968. Last previous edition approved in 1996 as D 2672 96a.2Annual Book of ASTM Standards, Vol 08.01.3Annual Book of ASTM Standards, Vol 08.04.4Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd., AnnArbor, MI 48113-0140.1Copyright ASTM International, 100 Bar

16、r Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.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 D 2122.5.1

17、.2 Wall ThicknessesThe minimum wall 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 mi

18、nimum wall thickness requirements of the applicableASTM specification when measured in accordance with TestMethod D 2122.5.2 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

19、whendetermined in accordance with 10.3.5.2.2 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

20、square as commercially practicable.7. 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 suchagreement, minimum requirements shall not be lowered, n

21、ortests 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.TABLE 1 Tapered Sockets for Bell-End Pipe, in. (mm)Pipe Size,in.ASocket

22、Entrance Diameter, in. (mm)BSocket Bottom Diameter, in. (mm)CSocket Length, in. (mm), minANominalDiameterTolerance onNominalDiameterMaximumOut-of-RoundBNominalDiameterTolerance onNominalDiameterMaximumOut-of-RoundBPressureNon-Pres-sureC1/8 0.417 (10.59) 60.004 (60.10) 0.024 (0.61) 0.401 (10.18) 60.0

23、04 (60.10) 0.024 (0.61) 0.500 (12.70) . . .1/4 0.552 (14.02) 60.004 (60.10) 0.024 (0.61) 0.536 (13.61) 60.004 (60.10) 0.024 (0.61) 0.500 (12.70) . . .3/8 0.687 (17.45) 60.004 (60.10) 0.024 (0.61) 0.671 (17.04) 60.004 (60.10) 0.024 (0.61) 0.750 (19.05) . . .1/2 0.848 (21.54) 60.004 (60.10) 0.024 (0.6

24、1) 0.836 (21.23) 60.004 (60.10) 0.024 (0.61) 1.000 (25.40) 1.000 (25.40)3/4 1.058 (26.87) 60.004 (60.10) 0.028 (0.71) 1.046 (26.57) 60.004 (60.10) 0.028 (0.71) 1.250 (31.75) 1.000 (25.40)1 1.325 (33.65) 60.005 (60.13) 0.030 (0.76) 1.310 (33.27) 60.005 (60.13) 0.030 (0.76) 1.500 (38.10) 1.000 (25.40)

25、11/4 1.670 (42.42) 60.005 (60.13) 0.034 (0.86) 1.655 (42.04) 60.005 (60.13) 0.034 (0.86) 1.750 (44.45) 1.250 (31.75)11/2 1.912 (48.56) 60.006 (60.15) 0.036 (0.91) 1.894 (48.11) 60.006 (60.15) 0.036 (0.91) 2.000 (50.80) 1.375 (34.92)2 2.387 (60.63) 60.006 (60.15) 0.036 (0.91) 2.363 (60.02) 60.006 (60

26、.15) 0.036 (0.91) 2.250 (57.15) 1.750 (44.45)21/2 2.889 (73.38) 60.007 (60.18) 0.044 (1.12) 2.861 (72.67) 60.007 (60.18) 0.044 (1.12) 2.500 (63.50) 2.000 (50.80)3 3.516 (89.31) 60.008 (60.20) 0.046 (1.17) 3.484 (88.49) 60.008 (60.20) 0.046 (1.17) 3.250 (82.55) 2.875 (73.02)31/2 4.016 (102.01) 60.008

27、 (60.20) 0.046 (1.17) 3.984 (101.19) 60.008 (60.20) 0.046 (1.17) 3.500 (88.90) 3.125 (79.37)4 4.518 (114.76) 60.009 (60.23) 0.048 (1.22) 4.482 (113.84) 60.009 (60.23) 0.048 (1.22) 4.000 (101.60) 3.375 (85.72)5 5.583 (141.81) 60.010 (60.25) 0.080 (2.03) 5.543 (140.79) 60.010 (60.25) 0.080 (2.03) 4.00

28、0 (101.60) 4.000 (101.60)6 6.647 (168.83) 60.011 (60.28) 0.082 (2.08) 6.603 (167.72) 60.011 (60.28) 0.082 (2.08) 6.000 (152.40) 5.000 (127.00)8 8.655 (219.84) 60.015 (60.38) 0.120 (3.05) 8.598 (218.39) 60.015 (60.38) 0.120 (3.05) 6.000 (152.40) 5.000 (127.00)10 10.776 (273.71) 60.015 (60.38) 0.130 (

29、3.30) 10.722 (272.34) 60.015 (60.38) 0.130 (3.30) 7.500 (190.50) 6.500 (165.10)12 12.778 (324.56) 60.015 (60.38) 0.150 (3.81) 12.721 (323.11) 60.015 (60.38) 0.150 (3.81) 8.500 (215.90) 7.500 (190.50)14 14.035 (356.49) 60.015 (60.38) 0.150 (3.81) 13.985 (355.22) 60.015 (60.38) 0.150 (3.81) 9.000 (228

30、.60) 8.000 (203.20)16 16.045 (410.08) 60.015 (60.38) 0.160 (4.06) 15.980 (405.89) 60.015 (60.38) 0.160 (4.06) 10.000 (254.00) 9.000 (228.60)18 18.055 (458.60) 60.020 (60.51) 0.180 (4.57) 17.980 (456.69) 60.020 (60.51) 0.180 (4.57) 12.000 (304.80) 10.000 (254.00)20 20.065 (509.65) 60.025 (60.64) 0.20

31、0 (5.08) 19.980 (507.49) 60.025 (60.64) 0.200 (5.08) 12.000 (304.80) 11.000 (279.40)24 24.075 (611.51) 60.030 (60.76) 0.240 (6.10) 23.970 (608.84) 60.030 (60.76) 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

32、the maximum measured diameter less the minimum measured diameter.CMaximum length = +0.250 in. (6.350 mm).D 2672 96a (2003)28. Sampling and Test Specimens8.1 Take at random a sample of the pipe with (bell) socketsufficient to determine conformance with this specification.8.1.1 The test specimens for

33、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 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

34、aninterference between the spigot and bell after inserting thespigot one third to two thirds of socket (bell) depth.9. Conditioning9.1 Condition the test specimens at 23 6 2C (73.4 63.6F) and 50 6 5 % relative humidity for not less than 40 hprior to test in accordance with Procedure A of Practice D

35、618,for those tests requiring conditioning.10. Test Methods10.1 Test ConditionsConduct the tests in the StandardLaboratory Atmosphere of 23 6 2C and 50 6 5 % relativehumidity, unless otherwise specified in Practice D 618 or inthis specification.10.2 Socket Joint AssemblyAssemble the socket joint per

36、Practice D 2855, and condition at 23C (73.4F) for a mini-mum of 48 h.10.3 Burst Pressure Test of Joint AssemblyDetermine theburst pressure of one specimen in accordance with Test MethodD 1599. The assembled socket (bell) joint shall be within themiddle 30 % of the overall specimen length. The time t

37、o failureof the specimen shall be between 60 and 70 s.10.4 Socket Joint Tightness TestSubject the assembly toan internal pressure of 170 kPa (25 psi) 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

38、 in accordance with SpecificationsD 1785, D 2241, D 2665 and F 512, is marked with ASTMdesignation D 2672, in addition to the pipe standard, it affirmsthat the sockets (bell) were manufactured, inspected, sampled,and tested in accordance with this specification and have beenfound to meet the require

39、ments of this specification. However,the designation marking, D 2672, is not required.APPENDIX(Nonmandatory Information)X1. SOLVENT CEMENTING 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

40、 and pipe end for damage beforecementing joint.X1.3 Clean the matting surfaces of the pipe and fitting toremove dirt and foreign matter immediately 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 fi

41、t of pipe in bell. This is critical onlarger sizes because tolerances increase as the diametersincrease. If a slightly loose fit occurs, apply 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 pro

42、cess. The primertakes longer to penetrate the surfaces at lower temperatures.Below 40F, it may take three to four times as long to get goodsurface penetration. Penetration is satisfactory when 2 to 5 milscan be scraped from the surface. The interior surface of the bellshould be given special attenti

43、on because some silicone releaseagent residue may be present.X1.6 Immediately after priming, apply the solvent cementusing a wide bristle paint 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

44、 covered.Apply sufficient cement to the mating surfaces to fill the gapbetween the pipe and the bell. If there are no finished surfacesbelow 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

45、 when el-evated temperature and low humidity conditions exist.X1.7 The pipe must immediately be pushed into the bellwhile the (cement) surfaces are still wet. Two operators areneeded to simultaneously apply primer and cement, andsubsequently push the pipe into the bell. The force is providedby using

46、 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 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 th

47、e 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 anddegree 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

48、there is no evidenceof joint push out after the holding force is released.X1.9 Before subjecting the joint to installation stresses suchas realignment to adjust slope, or bending, allow for initial set.D 2672 96a (2003)3See initial set times recommended in Table X1.1.X1.10 Allow the joint to cure fo

49、r 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 D 2855.ASTM 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 determination of the validity of any such patent rights, and the riskof infringeme