ASTM D6924-2003(2012) 4375 Standard Specification for Preformed Thermoplastic Vulcanizate Elastomeric Joint Seals for Bridges《桥梁用预成形热塑塑性硫化橡胶弹性体接缝的标准规范》.pdf
《ASTM D6924-2003(2012) 4375 Standard Specification for Preformed Thermoplastic Vulcanizate Elastomeric Joint Seals for Bridges《桥梁用预成形热塑塑性硫化橡胶弹性体接缝的标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM D6924-2003(2012) 4375 Standard Specification for Preformed Thermoplastic Vulcanizate Elastomeric Joint Seals for Bridges《桥梁用预成形热塑塑性硫化橡胶弹性体接缝的标准规范》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D6924 03 (Reapproved 2012)Standard Specification forPreformed Thermoplastic Vulcanizate Elastomeric JointSeals for Bridges1This standard is issued under the fixed designation D6924; the number immediately following the designation indicates the year oforiginal adoption or, in the case o
2、f 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 thermoplastic vulcanizate (TP
3、V) elastomeric jointseals for bridges. The seal consists of a multiple-web designcomposed of a TPV and functions only by compression of theseal between the faces of the joint with the seal folding inwardat the top to facilitate compression. The seal is installed with alubricant adhesive and is desig
4、ned to seal the joint and rejectincompressibles.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 the standard. The values given in parentheses are providedfor information only.1.
5、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 requirements prior to use.2. Referenced Do
6、cuments2.1 ASTM Standards:2D395 Test Methods for Rubber PropertyCompression SetD412 Test Methods for Vulcanized Rubber and Thermo-plastic ElastomersTensionD518 Test Method for Rubber DeteriorationSurfaceCracking3D573 Test Method for RubberDeterioration in an AirOvenD575 Test Methods for Rubber Prope
7、rties in CompressionD1149 Test Methods for Rubber DeteriorationCrackingin an Ozone Controlled EnvironmentD2240 Test Method for Rubber PropertyDurometerHardnessD4483 Practice for Evaluating Precision for Test MethodStandards in the Rubber and Carbon Black ManufacturingIndustriesD6338 Classification S
8、ystem for Highly Crosslinked Ther-moplastic Vulcanizates (HCTPVs) Based on ASTM Stan-dard Test Methods3. 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 sho
9、wing the lot number,date of manufacture, and the manufacturing seal designation.3.2 The purchaser shall specify the anticipated requiredminimum acceptable joint movement, and either the minimumjoint opening, or the nominal width of seal.4. Materials and Manufacture4.1 The seals shall be preformed, a
10、nd the material shall bevulcanized elastomeric compound using a thermoplastic vul-canizate as the compound. A thermoplastic vulcanizate is ablend of a crosslinked rubber and a thermoplastic polymer thatcan be processed on conventional thermoplastic processingmachinery and has the properties of a cro
11、sslinked elastomer.Highly crosslinked thermoplastic elastomers are classifiedaccording to Classification System D6338. TPV materials aremade in the dynamic vulcanization process. One example of atypical TPV is crosslinked ethylene propylene diene rubberblended with polypropylene. The TPV material ca
12、n alsocontain processing oils, antioxidants, fillers, or other additives.5. Physical Requirements5.1 The materials shall conform to the physical propertiesprescribed in Table 1.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsib
13、ility of Subcommittee D04.34 onPreformed Joint Fillers, Sealers and Sealing Systems.Current edition approved June 1, 2012. Published June 2012. Originallyapproved in 2003. Last previous edition approved in 2003 as D6924 03R07. DOI:10.1520/D6924-03R12.2For referenced ASTM standards, visit the ASTM we
14、bsite, 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.3Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.1Copyright ASTM
15、 International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.2 In the applicable requirements of Table 1 and the testmethods, all deflection shall be based on the nominal width.6. Dimensions and Working Parameters6.1 The size, shape and dimensional tolerances
16、 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 the average of three measure-ments. The measured width shall be greater than or equal to thenominal width. The seal height
17、 shall not be less than 90 % ofthe nominal width unless joint recess dimensions or specialdesign considerations dictate the geometry.6.2 Compression Deflection PropertiesThe contact pres-sure expressed in pounds-force per square inch (or pascals)when the seal is compressed to any particular width in
18、dicatesthe stress-strain relationship that exists in the seal. Thisrelationship is dependent on both the properties of the elasto-mer and the cross-sectional configuration of the seal. There-fore, for a predetermined allowable pressure, a definitiverelationship will exist and the working limits of t
19、he 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 compressibility (LC minand LC max), and the movement range as specified herein.Seals with nominal width differing from that spec
20、ified areacceptable, providing the compressed width at LC max is lessthan the 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) correspondin
21、g to a contact pressure of 3 psi(20.68 kPa). The LC min shall 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
22、90 % of nominalwidth, LC min equals 85 %. However, if the 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
23、35 psi(241.32 kPa). The LC max shall be determined in accordancewith 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
24、 The movement range of the seal is defined as thenumerical 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 %. Forpurposes of acceptance testing
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