ASTM D2628-1991(2005) Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements《混凝土路面用预制聚氯丁弹性接缝密封胶的标准规范》.pdf

《ASTM D2628-1991(2005) Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements《混凝土路面用预制聚氯丁弹性接缝密封胶的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D2628-1991(2005) Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements《混凝土路面用预制聚氯丁弹性接缝密封胶的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 2628 91 (Reapproved 2005)Standard Specification forPreformed Polychloroprene Elastomeric Joint Seals forConcrete Pavements1This standard is issued under the fixed designation D 2628; the number immediately following the designation indicates the year oforiginal adoption or, in the cas

2、e 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 spec

3、ification covers the material requirements forpreformed polychloroprene elastomeric joint seals for concretepavements. The seal consists of a multiple web design andfunctions only by compression of the seal between the faces ofthe joint with the seal folding inward at the top to facilitatecompressio

4、n. The seal is installed with a lubricant and isdesigned to seal the joint and reject incompressibles.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 con

5、sidered standard.1.3 This standard does not purport to address the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the applicability of regulatorylimitations prior to use.NOTE 1Thi

6、s specification is a manufacturing and purchasing specifi-cation only and does not include requirements or considerations forselection of size, or the installation of the joint seals. However, experiencehas shown that successful performance of this product depends upon theproper selection of size an

7、d cross-sectional design of the joint seal, jointsize, and joint spacing for the ambient conditions the pavement will beexposed to, and care in the installation of the joint seals.2. Referenced Documents2.1 ASTM Standards:2D 395 Test Methods for Rubber PropertyCompressionSetD 412 Test Methods for Vu

8、lcanized Rubber and Thermo-plastic ElastomersTensionD 471 Test Method for Rubber PropertyEffect of LiquidsD 518 Test Method for Rubber DeteriorationSurfaceCrackingD 573 Test Method for RubberDeterioration in an AirOvenD 575 Test Methods for Rubber Properties in CompressionD 1149 Test Method for Rubb

9、er DeteriorationSurfaceOzone Cracking in a ChamberD 2240 Test Method for Rubber PropertyDurometerHardnessD 3183 Practice for RubberPreparation of Pieces for TestPurposes from Products3. Materials and Manufacture3.1 The seals shall be preformed, and the material shall bevulcanized elastomeric compoun

10、d using polychloroprene asthe only base polymer.4. Physical Requirements Physical Requirements4.1 The materials shall conform to the physical propertiesprescribed in Table 1.4.2 In the applicable requirements of Table 1 and the testmethods, all deflections shall be based on the nominal width ofthe s

11、eal.5. Dimensions and Permissible Variations5.1 The size, shape, and dimensional variations shall be asagreed upon by the purchaser and the producer or supplier.6. Workmanship6.1 Seals shall be free of defects in workmanship andmaterials that may affect its serviceability.7. Sampling7.1 A lot shall

12、consist of the quantity for each cross sectionagreed upon by the purchaser and the producer or supplier.7.2 Samples shall be taken at random from each shipment ofmaterial. If the shipment consists of more than one lot, each lotshall be sampled.1This specification is under the jurisdiction of ASTM Co

13、mmittee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers and Sealers.Current edition approved June 1, 2005. Published June 2005. Originallyapproved in 1967. Last previous edition approved in 1998 as D 2628 91 (1998).2For referenced AST

14、M 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 International, 100 Barr Harbor Drive, PO Box C700, West Conshoho

15、cken, PA 19428-2959, United States.7.3 A minimum of 9 linear ft (2.8 m) shall constitute onesample for testing purposes.8. Specimen Preparation8.1 Cut or buff all test specimens from the sample ofpreformed seal. Except as otherwise specified in the applicablespecifications or test methods, prepare s

16、pecimens in accor-dance with the requirements of Practice D 3183.8.2 Prepare specimens for determining tensile strength andelongation using Die C (Test Methods D 412) when possible.Die D may be used when the flat sections of a seal are too smallfor Die C. However, the requirements of Table 1 shall a

17、pplyregardless of the die used. Carefully perform buffing and keepto a minimum.8.3 Specimens for low temperature and high temperaturerecovery tests and for compression-deflection tests shall consistof 5-in. (127-mm) lengths of the preformed seal. Lightly dustlow-temperature recovery and compression-

18、deflection speci-mens with talc on all internal and external surfaces. Lightlydust specimens for high-temperature recovery with talc on theexternal surfaces only but otherwise test in the as-receivedcondition.8.4 Prepare specimens for ozone resistance in accordancewith Procedure A of Test Method D 5

19、18 and wipe with toluenebefore testing to remove surface contamination.9. Test Methods9.1 Determine compliance with the requirements of Table 1by conducting tests in accordance with the methods specified.9.2 Recovery Tests:9.2.1 Determine the low-temperature and high-temperaturerecovery test values

20、using specimens prepared in accordancewith Section 8. Use two specimens for each test and run the teston both specimens at the same time as a pair.9.2.2 Deflect the specimens between parallel plates to 50 %of the nominal width of the seal using the compression devicedescribed in Method B of Test Met

21、hods D 395. Prior tocompression, place the specimen in a horizontal position suchthat the plane through both edges of the top surface of the jointseal is perpendicular to the compression plates. As the speci-men is being compressed, the top surface of the joint sealshould fold inward toward the cent

22、er of the specimen.9.2.3 Place a clamp assembly containing the compressedspecimens in a refrigerated box capable of maintaining atemperature of 146 2F (10 6 1C) for 72 h (Note 2). Thenunclamp the assembly and remove the upper compressionplate, or carefully remove the specimens from the assemblyand t

23、ransfer them to a wooden surface in the refrigerated box.Allow the specimens to recover for1hat146 2F (10 61C). Measure the recovered width in the center of the 5-in.(127-mm) length at the top longitudinal edge of the specimen.Measurements may be made with either a dial caliper or aplatform mounted

24、dial gage graduated in thousandths of aninch (0.02 mm). The platform mounted gage shall have a14-in.(6.35-mm) diameter pressor foot with a force of 0.186 0.02 lbf(0.80 6 0.09 N). Take measurements with the platform-mounted gage with the presser foot centered on the toplongitudinal edge of the seal.

25、Calculate the recovery as follows:Recovery, % 5 recovered width 3 100/nominal width (1)Report the least value of recovery to the nearest wholepercent.NOTE 2The use of a desiccant such as calcium chloride in therefrigerated box should be used to minimize frosting.The desiccant shouldbe changed or rea

26、ctivated as frequently as necessary to keep it effective.9.2.4 Place a clamp assembly containing the compressedspecimens in a refrigerated box (Note 2) capable of maintain-ing a temperature of 20 6 2F (29 6 1C) for 22 h. ThenTABLE 1 Physical Requirements for Preformed Elastomeric Joint SealsProperty

27、 Requirement ASTM Test MethodTensile strength, min, psi (MPa) 2000 (13.8) D 412Elongaton at break, min, % 250 D 412Hardness, Type A durometer, points 55 6 5 D 2240 (modified)AOven aging, 70 h at 212F (100C) D 573Tensile strength, loss, max, % 20 maxElongation, loss, max, % 20 maxHardness, Type A dur

28、ometer, points change 0 to + 10Oil Swell, ASTM Oil 3, 70 h at 212F (100C) D 471Weight change, max, % 45 maxOzone resistance D 114920 % strain, 300 pphm in air, 70 h (modified)Bat 104F (40C) no cracksLow-temperature stiffening, 7 days at 14F (10C) D 2240Hardness, Type A durometer, points change 0 to

29、+ 15Low-temperature recovery,C72 h at 14F (10C)50 % deflection, min % 88 9.2DLow-temperature recovery,C22 h at 20F (29C), 50 % deflection,min %83 9.2DHigh-temperature recovery,C70 h at 212F (100C), 50 %deflection, min %85 9.2DCompression-deflection, at 80 % of nominal width, min, lbf/in. (N/m) 3.5 (

30、613) 9.3DAThe term “modified” in the table relates to the specimen preparation. The use of joint seal as the specimen source requires that more plies than specified in either ofthe modified test procedures be used. Such specimen modification shall be agreed upon by the purchaser and seller prior to

31、testing. The hardness test shall be made withthe durometer in a durometer stand as recommended in Test Method D 2240.BTest in accordance with Procedure A of Test Method D 518.CCracking, splitting, or sticking of a specimen during a recovery test shall mean that the specimen has failed the test.DThe

32、reference sections are those of this specification.D 2628 91 (2005)2unclamp the assembly and remove the upper compression plateor carefully remove the specimens from the assembly andtransfer them to a wooden surface in the refrigerated box.Allow the specimens to recover for1hat206 2F (29 61C). Measu

33、re the recovered width and calculate the recoveryas in 9.2.3.9.2.5 Place a clamp assembly containing the compressedspecimens in an oven capable of maintaining a temperature of212 6 2F (100 6 1C) for 70 h. Do not preheat the clampassembly. Then unclamp the assembly and carefully removethe specimens f

34、rom the assembly and transfer them to awooden surface. Allow the specimens to recover for1hat736 4F (23 6 2C). Measure the recovered width and calculatethe recovery as in 9.2.3.9.3 Compression-Deflection Test:9.3.1 Determine the compression-deflection value usingspecimens prepared in accordance with

35、 Section 8. Measure thelength of each specimen at the top, center, and bottom using arule graduated in sixteenths of an inch (or millimetres).Average the three measurements and record the length of thespecimen to the nearest116 in. (1 mm). Run compression -deflection tests on two specimens.9.3.2 Pla

36、ce the specimen on its side in such a manner that aplane through both edges of the top surface of the seal isperpendicular to the platens of the compression testing ma-chine and ensuring that the top of the seal folds inward duringdeflection. Test in accordance with Method A of Test MethodsD 575 exc

37、ept do not use the sheets of sandpaper.9.3.3 Deflect the specimen to 80 % of nominal width andrecord the force in pounds-force (or newtons) on the compres-sion portion of the third cycle.9.3.4 Calculate the compression-deflection value at 80 % ofnominal width by dividing the force recorded by the le

38、ngth ofthe specimen. Report the lowest value of compression-deflection to the nearest110 lbf/linear in. (N/m).10. Precision and Bias10.1 Precision and bias statements are under development.11. Certification and Acceptance11.1 The acceptance of the preformed elastomeric seal shallbe based upon one of

39、 the following procedures, as specified bythe purchaser.11.1.1 A certification of conformance to the specificationrequirements. This shall consist of a copy of the producers testreport; or a statement by the supplier accompanied by a copyof the test results, certifying that the material has been sam

40、pled,tested, and inspected in accordance with the provisions of thisspecification. Each certification so furnished shall be signed byan authorized agent of the producer or supplier.11.1.2 A certification of test results by an independenttesting agent and a statement that the material has beensampled

41、, tested, and inspected in accordance with the provi-sions of this specification. Each certification so furnished shallbe signed by an authorized agent of the testing agency.11.1.3 Testing by the purchaser of any or all properties inaccordance with the provisions of the specification.12. Product Mar

42、king12.1 The seals shall be marked with the lot number, thename or suitable trademark of the producer, or shall beidentifiable as to its manufacture by die markings. The topsurface of the seal shall be marked at 1-ft intervals in a mannersufficiently clear and durable to enable making length deter-m

43、inations of the seal after installation in the pavement joints.12.2 Containers in which the seals are packaged for ship-ment shall be clearly marked with the name of the producer, thesize of the seal, the lot number, and the date of manufacture.ASTM International takes no position respecting the val

44、idity 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 infringement of such rights, are entirely their own responsibility.This standard is sub

45、ject to revision at any time by the responsible technical committee and must 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 Headqua

46、rters. Your comments will receive careful consideration at a meeting of theresponsible 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 standa

47、rd 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).D 2628 91 (2005)3