ASTM D3542-1992(2003) 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》.pdf
《ASTM D3542-1992(2003) 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》.pdf》由会员分享,可在线阅读,更多相关《ASTM D3542-1992(2003) 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》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 3542 92 (Reapproved 2003)Standard 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 revisi
2、on, 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.1. Scope1.1 This specification covers the material requirements forpreformed polychloroprene elastomeric joint se
3、als for bridges.The 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 t
4、he joint and rejectincompressibles.NOTE 1This specification may not be applicable for seals whoseheight is less than 90 % of its nominal width.1.2 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 standar
5、d to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.3 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are providedfor information only.2. Referenced Documents2.1 AST
6、M Standards:2D 412 Test Methods for Vulcanized 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
7、CompressionD 1149 Test Method for Rubber DeteriorationSurfaceOzone Cracking in a ChamberD 2240 Test Method for Rubber PropertyDurometerHardnessD 3183 Practice for RubberPreparation of Pieces for TestPurposes from Products3. Marking and Ordering Information3.1 Each lot of seal shall be marked with ch
8、aracters 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 showing 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 (
9、RMA).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, and the material shall bevulcanized elastomeric compound using virgin polych
10、loro-prene as the only polymer.5. Physical Requirements5.1 The materials shall conform to the physical propertiesprescribed in Table 1.5.2 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 siz
11、e, 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 the average of three measure-ments. The measured width shall be greater than or equal t
12、o 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 contact pres-sure expressed in pounds-force per square inch (or pascals)1This specification
13、 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 Nov. 15, 1992. Published January 1993. Originallyapproved in 1976. Last previous editi
14、on approved in 1998 as D 3542 92 (1998).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 the standards Document Summary page onthe ASTM website.1Copyright ASTM Inter
15、national, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.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-sect
16、ional configuration of the 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 an
17、d maximum limits of compressibility (LC minand LC max), and the movement range as specified herein.Seals with nominal width differing from that specified areacceptable, providing the compressed width at LC max is lessthan the minimum anticipated joint opening, and the movementrange requirement is me
18、t.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 shall be determined in accordancewith 9.3. For the purpose of calculating movement range, avalue
19、 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 seal generates 3 psi at 70 %of nominal width, the LC min equals 70 %.6.2.3 The maximum limit o
20、f 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 accordancewith 9.3. LC max has been designated at 35 psi (241.32 kPa)in order to mitigate the tend
21、encies 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 thenumerical difference between the LC min and the LC maxexpressed in inches (mm). For the purpose of calc
22、ulating themovement range, a value at 85 % shall be used for LC minwhen the measured value of LC min exceeds 85 %. Forpurposes of acceptance testing, the calculated movement rangeof the seal shall not be less than the specified value.7. Sampling7.1 A lot shall consist of the quantity for each cross
23、sectionagreed upon between the purchaser and the 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.7.3 The minimum lengths of samples for testing purposesshall be as prescribed by the purchaser or as p
24、rescribed in Table2.TABLE 1 Physical Requirements for Preformed Elastomeric Joint SealsRequirements ASTM Test 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)Tensil
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- ASTMD354219922003STANDARDSPECIFICATIONFORPREFORMEDPOLYCHLOROPRENEELASTOMERICJOINTSEALSFORBRIDGES 预制 氯丁橡胶

链接地址:http://www.mydoc123.com/p-514966.html