ASTM C1518-2004(2009) Standard Specification for Precured Elastomeric Silicone Joint Sealants《预硫化弹性有机硅接缝密封剂的标准规范》.pdf

《ASTM C1518-2004(2009) Standard Specification for Precured Elastomeric Silicone Joint Sealants《预硫化弹性有机硅接缝密封剂的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1518-2004(2009) Standard Specification for Precured Elastomeric Silicone Joint Sealants《预硫化弹性有机硅接缝密封剂的标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 1518 04 (Reapproved 2009)Standard Specification forPrecured Elastomeric Silicone Joint Sealants1This standard is issued under the fixed designation C 1518; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of

2、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 Precured elastomeric silicone joint sealants, hereinafterreferred to as seal, are manufactured in flat, cured, extrude

3、dshapes and are primarily used to span joint openings inconstruction. This specification describes the properties ofapplied, flat shaped precured elastomeric silicone joint seal-ants, hereinafter referred to as applied seal, that bridge jointopenings and are adhered to joint substrates utilizing a l

4、iquidapplied silicone adhesive sealant, specified by the manufac-turer, hereinafter referred to as adhesive to construction sub-strates, to seal building openings such as panel joints, metalflashing joints, or other building openings in place of conven-tional liquid applied sealants.1.2 Seals are ap

5、plied in three different configurations:1.2.1 As a bridge joint, the seal is applied flat on the surfaceto cover a joint opening. See Fig. 1.1.2.2 As a beveled bridge joint, the seal is applied on thebeveled edge of a substrate to bridge a joint opening. See Fig.2.1.2.3 As a U-joint, the seal is app

6、lied in a U-configurationwithin a joint. See Fig. 3.1.3 This specification is for a flat extruded shape. A three-dimensional shape used at a joint cross section or terminationis being considered for future inclusion in the specification.1.4 An applied seal meeting the requirements of this speci-fica

7、tion shall be designated by the manufacturer as to move-ment class and tear class as described in Section 5.1.5 The values stated in SI units are to be regarded as thestandard. The values given in brackets are for information only.2. Referenced Documents2.1 ASTM Standards:2C 717 Terminology of Build

8、ing Seals and SealantsC 1442 Practice for Conducting Tests on Sealants UsingArtificial Weathering ApparatusC 1523 Test Method for Determining Modulus, Tear andAdhesion Properties of Precured Elastomeric Joint Seal-antsD 1566 Terminology Relating to RubberG113 Terminology Relating to Natural and Arti

9、ficialWeathering Tests of Nonmetallic Materials3. Terminology3.1 Definitions:3.1.1 Refer to Terminology C 717 for definitions of thefollowing terms used in this specification: cohesive failure,adhesive failure, elastomeric, elongation, joint, modulus,primer, seal, sealant, substrate.3.1.2 Refer to T

10、erminology G113for definitions related toartificial weathering.3.1.3 Refer to Terminology D 1566 for tear.4. Significance and Use4.1 This specification describes several classifications ofapplied seals as described in Section 5. The purchaser or designprofessional shall recognize that not all materi

11、als meeting thisspecification are suitable for all applications and substrates. Itis essential, therefore, that the proper classification of the sealsystem is provided for the intended use. The test methods inthis specification relate to elastomeric performance, adhesion1This specification is under

12、the jurisdiction of ASTM Committee C24 onBuilding Seals and Sealants and is the direct responsibility of Subcommittee C24.10on Specifications, Guides and Practices.Current edition approved June 1, 2009. Published June 2009. Originallyapproved in 2002. Last previous edition approved in 2004 as C 1518

13、 - 04.2For 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 International, 100 Barr Harbor Drive, P

14、O Box C700, West Conshohocken, PA 19428-2959, United States.of the adhesive to the seal and adhesion of the adhesive to thesubstrate, only as adhesion relates to the test specimens. Thestandard substrate for qualification to this specification isportland cement mortar. The standard joint configurati

15、on forqualification to this specification is the bridge joint configura-tion as shown in Fig. 1. Users are advised to have adhesiontests performed in the field on the actual substrate to determineadhesion performance.NOTE 1Other joint configurations such as beveled bridge joint appli-cation and/or U

16、-joint application in place or in addition to the standardjoint configuration may be specified for the test with the applied sealsample.NOTE 2Other substrates such as EIFS, brick, wood, aluminum,plastic, metal or other in place or in addition to the standard substrate maybe specified for the test wi

17、th the applied seal sample.5. Classification5.1 Movement ClassA seal qualifying under this specifi-cation shall be classified for movement capability as follows.5.1.1 Movement Class XAn applied seal that when testedfor movement as described in Test Method C 1523 (9.1) aftersubjecting joint specimens

18、 to each of the following: three jointspecimens to frozen temperature conditioning as described inTest Method C 1523 (8.2.3) for 24 h; three joint specimens toheat conditioning as described in Test Method C 1523 (8.2.4)for 24 h; and three joint specimens to artificial weathering inaccordance with Pr

19、actice C 1442 as described in Test MethodC 1523 (8.2.5) for a minimum of 2500 h. The exposureduration shall be sufficient to produce a statistically significantchange of the property evaluated in a material known to givepoor performance when used in the application of interest.After each type of con

20、ditioning, the specimen shall withstanda strain and the holding time at that strain for one hour to X %elongation, where X is 12.5 % or greater, in increments of12.5 % to max 200 %. (Test Method C 1523, 9.1)5.1.2 Immediately following 5.1.1 the same specimen shallwithstand 10 movement cycles of X %

21、elongation where X isthe percentage used in 5.1.1 and relaxation to 0 %.5.2 Tear Class NT, PT and Class TImmediately following5.1.2 the same specimen shall be tested for tear propagation asdescribed in Test Method C 1523 (9.4).6. General Requirements6.1 StabilityA seal when stored in the original pa

22、ckage attemperatures not exceeding 50C 122F shall be capable ofmeeting the requirements of this specification for at leasttwelve months after the date of manufacture.6.2 Color and TextureThe color and texture of the ex-posed seal surface shall be the color and texture that wasagreed upon between the

23、 purchaser and supplier.6.3 ApplicationThe seal system is intended for applica-tion to clean, dry substrate surfaces. All laboratory tests shallbe performed using the liquid applied adhesive sealant recom-mended by the manufacturer of the seal. It shall be recognizedthat more adhesive may be necessa

24、ry than indicated in themanufacturers recommendations due to the shape of the sealand/or the type of substrate. Where a primer for a substratesurface is recommended by a manufacturer, all tests on thatsurface shall include the recommended primer.6.4 Adhesion/CohesionThe applied seal when tested inac

25、cordance with 5.1.1 and 5.1.2 shall have no loss of adhesionor cohesion in bond depth greater than 25 % at any givenlocation along the bond line.6.5 Tear PropagationThe applied seal when tested inaccordance with 5.2 for class NT and PT shall have not morethan 25 mm of defective joint length see Fig.

26、 4. For Tear ClassT the length of defective joint will exceed 25 mm, see Fig. 5.7. Physical Requirements7.1 Flat manufactured seals are provided in different widths,usually from 25 mm 1 in. to 150 mm 6 in. in 12 mm 0.5 in.increments and thickness usually from 1 mm 0.04 in. to 3 mm0.12 in. A seal qua

27、lifying to this specification can be of anythickness, but shall be the same thickness as a seal indicated asqualifying to movement class, modulus and tear characteristics.8. Test Methods8.1 Movement Class:8.1.1 The movement properties shall be tested in accor-dance with Test Method C 1523 (8.2.3, 8.

28、2.4, 8.2.5, 9.1).8.2 Modulus:8.2.1 The modulus properties shall be tested in accordancewith Test Method C 1523 (8.2.3, 8.2.4, 8.2.5, 9.1).FIG. 1 Bridge Joint ConfigurationFIG. 2 Beveled Bridge Joint ConfigurationFIG. 3 U-Joint ConfigurationC 1518 04 (2009)28.3 Tear Characterization:8.3.1 Tear charac

29、terization shall be tested in accordancewith Test Method C 1523 (8.2.3, 8.2.4, 8.2.5, 9.4).9. Packaging and Package Marking9.1 The seal should be packaged so that it maintains itsmanufactured shape.9.2 A seal, that meets this specification shall be clearlylabeled by the manufacturer:9.2.1 Movement c

30、lass in accordance with 5.1.1 and 5.1.2.9.2.2 Modulus at strain that represents the movement class,in accordance with 5.1.1.9.2.3 Tear characterization in accordance with 5.2.10. Keywords10.1 adhesion; adhesive-sealant; bond-line; elastomeric;joint; precured; precured elastomeric joint sealant; seal

31、; tearNOTETear propagates perpendicular to the length of the joint as shown above, left; or at any angle leading to the joint wall as shown above, right.In each case tear stops at the joint wall with an intact unbroken joint length on both sides of at least 12.5 mm.FIG. 4 Class PTNOTETear propagates

32、 nearly parallel to the joint wall and opens one side or both sides.FIG. 5 Class TC 1518 04 (2009)3ASTM 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 deter

33、mination of the validity of any such patent rights, and the riskof infringement 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

34、withdrawn. Your comments are invited either for revision of this standard or 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

35、 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 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 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).C 1518 04 (2009)4