ASTM D5973-1997(2017) 6250 Standard Specification for Elastomeric Strip Seals with Steel Locking Edge Rails Used in Expansion Joint Sealing《伸缩缝密封用带钢封闭边缘围栏的弹性带密封件的标准规格》.pdf

《ASTM D5973-1997(2017) 6250 Standard Specification for Elastomeric Strip Seals with Steel Locking Edge Rails Used in Expansion Joint Sealing《伸缩缝密封用带钢封闭边缘围栏的弹性带密封件的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM D5973-1997(2017) 6250 Standard Specification for Elastomeric Strip Seals with Steel Locking Edge Rails Used in Expansion Joint Sealing《伸缩缝密封用带钢封闭边缘围栏的弹性带密封件的标准规格》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D5973 97 (Reapproved 2017)Standard Specification forElastomeric Strip Seals with Steel Locking Edge Rails Usedin Expansion Joint Sealing1This standard is issued under the fixed designation D5973; the number immediately following the designation indicates the year oforiginal adoption or,

2、 in the case 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 material requirements forpreformed elastomeric str

3、ip seals and the corresponding steellocking edge rail used in expansion joint sealing. The scope ofthis specification is limited to preformed non-reinforced stripseals that mechanically lock into structural steel locking lugs.The sealing element can consist of a single layer strip or havemultiple we

4、bs depending on individual project requirements.The structural steel locking edge rail shall be anchored into thestructure in accordance with the purchasers specific details.While the scope of this specification is limited to the materialsused in fabrication of strip sealing systems, it is recommend

5、edthat a practical means of testing the watertightness aspects ofthe individual systems either in the field or at a testinglaboratory be developed. When used on highway bridges,limits on maximum joint opening and minimum steel thick-nesses need to be addressed.1.2 The values stated in the inch-pound

6、 system shall beconsidered as standard.1.3 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World

7、Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A36/A36M Specification for Carbon Structural SteelA572/A572M Specification for High-Strength Low-AlloyColumbium-Vanadium Structural SteelA588/A588M Specification for High-Strength Low-AlloyStruct

8、ural Steel, up to 50 ksi 345 MPa Minimum YieldPoint, with Atmospheric Corrosion ResistanceD395 Test Methods for Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermoplas-tic ElastomersTensionD471 Test Method for Rubber PropertyEffect of LiquidsD518 Test Method for Rubber D

9、eteriorationSurfaceCracking (Withdrawn 2007)3D573 Test Method for RubberDeterioration in an AirOvenD1149 Test Methods for Rubber DeteriorationCracking inan Ozone Controlled EnvironmentD2240 Test Method for Rubber PropertyDurometer Hard-nessD2628 Specification for Preformed Polychloroprene Elasto-mer

10、ic Joint Seals for Concrete PavementsD4070 Specification for Adhesive Lubricant for Installationof Preformed Elastomeric Bridge Compression Seals inConcrete Structures2.2 Other Document:4FHWA Technical Advisory T 5140.22 Uncoated WeatheringSteel in Structures3. Terminology3.1 Acronyms:3.1.1 AICS, nA

11、merican Institute of Steel Construction3.1.2 AWS, nAmerican Welding Society3.1.3 FHWA, nFederal Highways Administration3.1.4 RMA, nRubber Manufacturers Association4. Materials and Manufacture4.1 The seals shall be preformed and manufactured from anelastomeric compound.4.2 The locking edge rail shall

12、 be manufactured fromstructural steel.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers and Sealing Systems.Current edition approved July 1, 2017. Published July 2

13、017. Originally approvedin 1997. Last previous edition approved in 2012 as D5973 97 (2012). DOI:10.1520/D5973-97R17.2For 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

14、the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.4Available from the Federal Highway Administration, Bridge Division, 400 7thStreet SW, Washington, DC 20590, www.fhwa.dot.gov.Copyright ASTM International, 100 B

15、arr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Reco

16、mmendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.14.3 The adhesive-lubricant used to install the preformed sealinto the steel locking edge rail shall be a one-part moisturecuring polyurethane compound. The watertightness of the sealshall not depend on th

17、e adhesive.5. Physical Properties5.1 The elastomeric seals shall conform to the physicalproperties prescribed in Table 1.5.2 The structural steel locking edge rail shall conform toSpecifications A588/A588M,5A36/A36M, A572/A572M,oras specified by the purchaser.5.3 The adhesive-lubricant shall conform

18、 to SpecificationD4070.6. Dimensions and Tolerances6.1 The size, shape, and dimensional tolerances shall be asagreed upon by the purchaser and the producer or supplier.These tolerances shall be in compliance with the RMA andsteel industry standards. The producer or supplier shall providethe purchase

19、r with acceptable tolerances on the seals and steelin the area where the seal fits into the steel locking edge rail,with the understanding that watertightness is not compromised.7. Workmanship7.1 The lug on the elastomeric strip seal shall be relativelyfree from dust, dirt, or other foreign material

20、s. This shall beaccomplished by wiping the lug that comes in contact with thesteel locking edge rail with a solvent, such as acetone. Thestandard factory unwashed finish is acceptable for all otherparts of the seal. Small dimples or surface imperfections areacceptable provided they are less than 0.1

21、25 in. (3.18 mm) indiameter and less than 5 % the depth of the cross-sectionalthickness. Talc residue is acceptable except in areas to bebonded.7.2 The steel locking edge rail shall be free of defects whichare detrimental to the performance of the system. A defect isdefined as fractures, tears, crac

22、ks, or other imperfections whichare greater than 5 % of the thickness of the steel at theirlocation. The steel cavity in contact with the elastomeric sealshall be free from dirt or other debris.8. Sampling8.1 A lot shall consist of the quantity of elastomeric sealagreed upon by the purchaser and the

23、 producer or supplier.8.2 Samples of the elastomeric seal shall be taken at randomfrom each shipment of material. If the shipment consists ofmore than one lot, a sample from each lot shall be taken.8.3 A minimum of 4 linear ft (1.2 m) of elastomeric sealshall constitute one sample for testing purpos

24、es.9. Specimens Preparation9.1 Preformed elastomeric seal specimens shall be preparedin accordance with the prescribed methods in SpecificationD2628.10. Test Methods10.1 Determine compliance with the requirements of Table1 by conducting tests on the preformed elastomeric seals inaccordance with the

25、methods specified.11. Certification and Acceptance11.1 The acceptance of the preformed elastomeric seal andsteel rails shall be based upon one of the following proceduresas specified by the purchaser.11.1.1 A certification of conformance to the specificationrequirements. This shall consist of a copy

26、 of the producers testreport or a statement by the supplier accompanied by a copy ofthe test results, certifying that the material has been sampled,tested, and inspected in accordance with the provisions of thisspecification. Each certification so furnished shall be signed byan authorized agent of t

27、he producer or supplier.11.1.2 A certification of test results by an independenttesting agent and a statement that the material has beensampled, tested, and inspected in accordance with the provi-sions of this specification. Each certificate so furnished shall besigned by an authorized agent of the

28、testing agency.11.1.3 Testing by the purchaser of any or all properties inaccordance with the provisions of the specification.11.2 If no procedures are specified, the provisions of 11.1.1shall apply.12. Marking12.1 The seals and steel rails shall be marked with the lotnumber, the name or suitable tr

29、ademark of the producer, andshall be identifiable as to its manufacturer by die markings or5The specifier should be aware of FHWA Technical Advisory T 5140.22 whenspecifying A588 Steel.TABLE 1 Physical Properties for Preformed Elastomeric StripSealsProperty Requirement ASTM Test MethodTensile streng

30、th, min psi (MPa) 2000 (13.8) D412Elongation at break, min % 250 D412Hardness, Type A durometer, points 60 5 D2240A(modified)Oven aging, 70 h at 212 F (100 C) D573Tensile strength, loss, max % 20Elongation, loss max % 20Hardness, Type A durometer, pointschange0to+10Oil swell, IRM 903 D47170 h at 212

31、 F (100 C)weight change, max % 45Ozone resistance D1149B20 % strain, 300 pphm in air,70 h at 104 F (40 C) No CracksLow temperature stiffening D22407 days at +14 F (10 C)Hardness, Type A durometer,points change 0 to +15Compression set, 70 h at 212 F D395 Method B(100 C), max % 35AThe term “modified”

32、in the table relates to the specimen preparation. The use ofthe strip seal as the specimen source requires that more plies than specified ineither of the modified test procedures be used. Such specimen modification shallbe agreed upon by the purchaser and producer or supplier prior to testing. Theha

33、rdness test shall be made with the durometer in a durometer stand asrecommended in Test Method D2240.BTest in accordance with MethodAof Test Method D518 and ozone concentrationis expressed in pphm. Such specimen preparation should be agreed upon by thepurchaser and producer or supplier prior to test

34、ing.D5973 97 (2017)2other means. These markings shall be in a location visible afterinstallation of the system.12.2 Containers in which the seals and adhesive-lubricantare packaged for shipment shall be clearly marked with thename of the producer, the size of the seal, the lot number, andthe date of

35、 manufacture.13. Fabrication13.1 Fabrication of strip seal expansion joint systems shallbe performed by facilities or personnel, or both, meeting one ofthe following requirements:13.1.1 AISC Category I Certification,13.1.2 All welding to be performed by AWS certifiedwelders in accordance with AWS D1

36、.1 or D1.5,13.1.3 Shop prequalification from the specific design au-thority or specifying agency.13.2 The use of steel edge rails less than 12 ft (3.7 m) inlength shall be avoided where possible. Use of shorter lengthsin the curb area is acceptable. Splicing of the steel edge rails inthe field must

37、meet one of the requirements in 13.1.13.3 Preformed elastomeric strip seals shall be one continu-ous piece with the exception of miter connections that must bevulcanized.14. Keywords14.1 adhesive-lubricant; elastomeric; expansion joint; jointsealing; locking edge rails; preformed elastomer; strip se

38、als;vulcanized elastomerASTM 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 infringe

39、ment 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 or withdrawn. Your comments are invited either for revision of this standard o

40、r 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 that your comments have not received a fair hearing you shouldmake your views k

41、nown 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 A

42、STM 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). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 97 (2017)3