ASTM D3542-2008 Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Bridges《桥用预制聚氯丁(橡胶)弹性接头封缝件的标准规范》.pdf
《ASTM D3542-2008 Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Bridges《桥用预制聚氯丁(橡胶)弹性接头封缝件的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM D3542-2008 Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Bridges《桥用预制聚氯丁(橡胶)弹性接头封缝件的标准规范》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 3542 08Standard Specification forPreformed Polychloroprene Elastomeric Joint Seals forBridges1This standard is issued under the fixed designation D 3542; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of la
2、st 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 polychloroprene elastomeric joint seals for bridges.The
3、 seal consists of a multiple-web design composed ofpolychloroprene and functions only by compression of the sealbetween the faces of the joint with the seal folding inward atthe top to facilitate compression. The seal is installed with alubricant adhesive and is designed to seal the joint and reject
4、incompressibles.NOTE 1This specification may not be applicable for seals whoseheight is less than 90 % of its nominal width.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 informati
5、on onlyand are not considered standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory l
6、imitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D 395 Test Methods for Rubber PropertyCompressionSetD 412 Test Methods for Vulcanized Rubber and Thermo-plastic ElastomersTensionD 471 Test Method for Rubber PropertyEffect of LiquidsD 518 Test Method for Rubber DeteriorationSurfaceC
7、racking3D 573 Test Method for RubberDeterioration in an AirOvenD 575 Test Methods for Rubber Properties in CompressionD 1149 Test Methods for Rubber DeteriorationCrackingin an Ozone Controlled EnvironmentD 2240 Test Method for Rubber PropertyDurometerHardnessD 3040 Discontinued 1988; Practice for Pr
8、eparing Preci-sion Statements for Standards Related to Rubber andRubber Testing; Replaced by D 448333. Marking and Ordering Information3.1 Each lot of seal shall be marked with characters of notless than 0.25 in. (6.35 mm) in height on the top of the seal ata maximum of 4 ft (1.22 m) intervals showi
9、ng the lot number,date of manufacture, and the manufacturing seal designation.The seal shall also have die markings which are registered withthe Rubber Manufacturers Association (RMA).3.2 The purchaser shall specify the anticipated requiredminimum acceptable joint movement, and either the minimumjoi
10、nt opening, or the nominal width of seal.4. Materials and Manufacture4.1 The seals shall be preformed, and the material shall bevulcanized elastomeric compound using virgin polychloro-prene as the only polymer.5. Physical Requirements5.1 The materials shall conform to the physical propertiesprescrib
11、ed in Table 1.5.2 In the applicable requirements of Table 1 and the testmethods, all deflection shall be based on the nominal width.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.34 onPreformed Join
12、t Fillers, Sealers and Sealing Systems.Current edition approved Dec. 1, 2008. Published December 2008. Originallyapproved in 1976. Last previous edition approved in 2007 as D 3542 92 (2007).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at servi
13、ceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Cons
14、hohocken, PA 19428-2959, United States.6. Dimensions and Working Parameters6.1 The size, shape and dimensional tolerances shall be asoutlined in 6.1.1.6.1.1 Measurements used for laboratory testing shall betaken to the nearest 0.01 in. (0.3 mm) and reported/recorded tothe nearest 0.1 in. (3 mm) as t
15、he average of three measure-ments. The measured width shall be greater than or equal to thenominal width. The seal height shall not be less than 90 % ofthe nominal width unless joint recess dimensions or specialdesign considerations dictate the geometry.6.2 Compression Deflection PropertiesThe conta
16、ct pres-sure expressed in pounds-force per square inch (or pascals)when the seal is compressed to any particular width indicatesthe stress-strain relationship that exists in the seal. Thisrelationship is dependent on both the properties of the elas-tomer and the cross-sectional configuration of the
17、seal. There-fore, for a predetermined allowable pressure, a definitiverelationship will exist and the working limits of the seal may bedefined.6.2.1 The working limits (minimum and maximum degreesof compression) of the seal shall be determined on the basis ofthe minimum and maximum limits of compres
18、sibility (LC minand LC max), and the movement range as specified herein. Thepurchaser shall specify the movement range, anticipated maxi-mum joint opening and the target nominal width of seal. Sealswith nominal width differing from that specified are accept-able, providing the compressed width at LC
19、 max is less thanthe minimum anticipated joint opening, and the movementrange requirement is met.6.2.2 The minimum limit of compressibility (LC min) isdefined as the compressed width (expressed in terms of percentof nominal width) corresponding to a contact pressure of 3 psi(20.68 kPa). The LC min s
20、hall be determined in accordancewith 9.3. For the purpose of calculating movement range, avalue at 85 % of nominal width shall be used for LC min whenthe measured value of LC min exceeds 85 %.NOTE 2If the seal generates a pressure of 3 psi at 90 % of nominalwidth, LC min equals 85 %. However, if the
21、 seal generates 3 psi at 70 %of nominal width, the LC min equals 70 %.6.2.3 The maximum limit of compressibility (LC max) isdefined as the compressed width (expressed in terms of percentof nominal width) corresponding to a contact pressure of 35 psi(241.32 kPa). The LC max shall be determined in acc
22、ordancewith 9.3. LC max has been designated at 35 psi (241.32 kPa)in order to mitigate the tendencies toward pressure decay of theseal during use. A reading of 35 psi is considered an absolutemaximum pressure which should not be exceeded.6.2.4 The movement range of the seal is defined as thenumerica
23、l difference between the LC min and the LC maxexpressed in inches (mm). For the purpose of calculating themovement range, a value at 85 % shall be used for LC minwhen the measured value of LC min exceeds 85 %. ForTABLE 1 Physical Requirements for Preformed Elastomeric Joint SealsRequirements ASTM Te
24、st MethodTensile strength, min, psi (MPa) 2000 (13.8) D 412Elongation at break, min, % 250 D 412Hardness, Type A durometer, points 55 6 5 D 2240 (modified)AOven aging, 70 h at 212F (100C)Tensile strength, max, % loss 20Elongation, max, % loss 20Hardness, Type A durometer, points change 0 to 10Oil sw
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