ASTM C920-2011 Standard Specification for Elastomeric Joint Sealants《弹性接缝剂标准规格》.pdf
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1、Designation:C92010 Designation: C920 11Standard Specification forElastomeric Joint Sealants1This standard is issued under the fixed designation C920; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A numb
2、er in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This ASTM specification covers the properties of a cured s
3、ingle- or multicomponent cold-applied elastomeric joint sealantfor sealing, caulking, or glazing operations on buildings, plazas, and decks for vehicular or pedestrian use, and types ofconstruction other than highway and airfield pavements and bridges.1.2 A sealant meeting the requirements of this s
4、pecification shall be designated by the manufacturer to be one or more of thetypes, classes, grades, and uses defined in Section 7.1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.1.4 This standard is similar, but not iden
5、tical, to ISO 11600.2. Referenced Documents2.1 ASTM Standards:2C510 Test Method for Staining and Color Change of Single- or Multicomponent Joint SealantsC639 Test Method for Rheological (Flow) Properties of Elastomeric SealantsC661 Test Method for Indentation Hardness of Elastomeric-Type Sealants by
6、 Means of a DurometerC679 Test Method for Tack-Free Time of Elastomeric SealantsC717 Terminology of Building Seals and SealantsC719 Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle)C793 Test Method for Effects of Laboratory Accelerated Weatheri
7、ng on Elastomeric Joint SealantsC794 Test Method for Adhesion-in-Peel of Elastomeric Joint SealantsC1183 Test Method for Extrusion Rate of Elastomeric SealantsC1193 Guide for Use of Joint SealantsC1246 Test Method for Effects of Heat Aging on Weight Loss, Cracking, and Chalking of Elastomeric Sealan
8、ts After CureC1247 Test Method for Durability of Sealants Exposed to Continuous Immersion in Liquids Test Method for Durability ofSealants Exposed to Continuous Immersion in LiquidsC1442 Practice for Conducting Tests on Sealants Using Artificial Weathering Apparatus3. Terminology3.1 DefinitionsRefer
9、 to Terminology C717 for definitions of the following terms used in this specification: adhesive failure,caulking, chemically curing sealant, cohesive failure, cure, cured, elastomeric, glazing, joint, primer, seal, sealant.4. Classification of Sealants4.1 A sealant qualifying under this specificati
10、on shall be classified as to type, grade, class, and use as follows:4.1.1 Type SA single-component sealant.4.1.2 Type MA multicomponent sealant.4.1.3 Grade PA pourable or selfleveling sealant that has sufficient flow to form a smooth, level surface when applied in ahorizontal joint at 4.4C (40F).4.1
11、.4 Grade NSA nonsag or gunnable sealant that permits application in joints on vertical surfaces without sagging orslumping when applied at temperatures between 4.4 and 50C (40 and 122F).1This specification is under the jurisdiction of ASTM Committee C24 on Building Seals and Sealants and is the dire
12、ct responsibility of Subcommittee C24.10 onSpecifications, Guides and Practices.Current edition approvedApril 15, 2010. Published May 2010. Originally approved in 1979. Last previous edition approved in 2008 as C92008. DOI: 10.1520/C0920-10.Current edition approved Feb. 1, 2011. Published February 2
13、011. Originally approved in 1979. Last previous edition approved in 2010 as C920 10. DOI:10.1520/C0920-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the stand
14、ards Document Summary page on the ASTM website.1This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurate
15、ly, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
16、4.1.5 Class 100/50A sealant that when tested for adhesion and cohesion under cyclic movement (8.8) shall withstand anincrease of at least 100 % and a decrease of at least 50 % of the joint width as measured at the time of application, and, in addition,meet all the requirements of this specification.
17、4.1.6 Class 50A sealant that when tested for adhesion and cohesion under cyclic movement (8.8) shall withstand an increaseand decrease of at least 50 % of the joint width as measured at the time of application, and, in addition, meet all the requirementsof this specification.4.1.7 Class 35A sealant
18、that when tested for adhesion and cohesion under cyclic movement (8.8) shall withstand an increaseand decrease of at least 35 % of the joint width as measured at the time of application, and, in addition, meet all the requirementsof this specification.4.1.8 Class 25A sealant that when tested for adh
19、esion and cohesion under cyclic movement (8.8) shall withstand an increaseand decrease of at least 25 % of the joint width as measured at the time of application, and, in addition, meet all the requirementsof this specification.4.1.9 Class 1212 A sealant that when tested for adhesion and cohesion un
20、der cyclic movement (8.8) shall withstand anincrease and decrease of at least 1212 % of the joint width as measured at the time of application, and, in addition, meet all therequirements of this specification.4.1.10 Use T1A sealant designed for use in joints in pedestrian and vehicular traffic areas
21、 such as walkways, plazas, decksand parking garages where a higher modulus, firmer sealant is desired.4.1.11 Use T2A sealant designed for use in joints in pedestrian and vehicular traffic areas such as walkways, plazas, decksand parking garages where a more lower modulus, softer sealant is desired.N
22、OTE 1Hardness alone does not correlate with joint performance. The joints in pedestrian and vehicular traffic areas such as walkways, plazas, decks,and parking garages require appropriate design considerations including material selection, total joint design, manufacturer involvement and field testi
23、ng.4.1.12 Use NTA sealant designed for use in joints in nontraffic areas.4.1.13 Use IA sealant designed for use in joints which are submerged continuously in a liquid.4.1.14 Use MA sealant that meets the requirements of this specification when tested on mortar specimens in accordance with9.9 and 9.1
24、0.4.1.15 Use GA sealant that meets the requirements of this specification when tested on glass specimens in accordance with9.9-9.11.4.1.16 Use AA sealant that meets this specification when tested on aluminum specimens in accordance with 9.9 and 9.10.4.1.17 Use OA sealant that meets this specificatio
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