ASTM C794-2006 Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants《弹性封缝料的抗撕裂粘附力的标准试验方法》.pdf
《ASTM C794-2006 Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants《弹性封缝料的抗撕裂粘附力的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM C794-2006 Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants《弹性封缝料的抗撕裂粘附力的标准试验方法》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: C 794 06Standard Test Method forAdhesion-in-Peel of Elastomeric Joint Sealants1This standard is issued under the fixed designation C 794; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A num
2、ber in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 test method covers a laboratory procedure fordeterm
3、ining the strength and characteristics of the peel prop-erties of a cured-in-place elastomeric joint sealant, single- ormulticomponent, for use in building construction.1.2 The values stated in metric (SI) units are to be regardedas the standard. The values given in parentheses are providedfor infor
4、mation only.1.3 The committee with jurisdiction over this standard is notaware of any comparable standards published by other orga-nizations.1.4 This standard does not purport to address all of thesafety problems, if any, associated with its use. It is theresponsibility of the user of this standard
5、to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC 109/C 109M Test Method for Compressive Strength ofHydraulic Cement Mortars(Using 2-in. o
6、r 50-mm CubeSpecimens)C 150 Specification for Portland CementC 717 Terminology of Building Seals and SealantsC 1442 Practice for Conducting Tests on Sealants UsingArtificial Weathering ApparatusG113 Terminology Relating to Natural and ArtificialWeathering Tests of Nonmetallic Materials3. Terminology
7、3.1 The definitions given in Terminology C 717 on termsrelating to building seals and sealants and in TerminologyG113 on terms relating to natural and artificial weatheringtests are applicable to this test method.4. Summary of Test Method4.1 This test method consists of preparing test specimens byem
8、bedding a strip of cloth in a thin layer of the sealant beingtested, on several substrate materials, curing these specimensfor a certain length of time under specified conditions, thenplacing them in a tension-testing machine in such a way thatthe embedded cloth is peeled back from the substrate at
9、180,and measuring the force exerted as well as the nature of theseparation of the sealant from the substrate.5. Significance and Use5.1 There are differences in opinion among those concernedwith sealant technology whether or not this adhesion-in-peeltest is intended to simulate the conditions encoun
10、tered by asealant in normal use. Nevertheless, since it represents a test todestruction, the value of the test denotes the ability of the curedsealant to maintain a bond to the substrate under severeconditions.5.2 Many sealant manufacturers utilize the adhesion-in-peeltest for determining the adhesi
11、ve characteristics of sealant/primer combinations with unusual or proprietary substrates.6. Apparatus and Materials6.1 Testing Machine with tension grips capable of pulling atthe rate of separation of 51 mm (2 in.)/min, and having a chartindicator calibrated in 0.45-kg (1-lb) units.6.2 Standard Subs
12、trates:6.2.1 Aluminum Alloy, Type 6063-T5 or 6061-T6, with aclear anodized finish of not less than 0.0075-mm (0.3-mil)thickness over a scale-free finish; 2 pieces, 152 by 76 by 6.3mm (6 by 3 by14 in.).6.2.2 Mortar Slabs, prepare two cement mortar slabs, each152 by 76 by 9.5 mm (6 by 3 by38 in.) in s
13、ize, using one partof high early strength Portland cement conforming to Type IIIof Specification C 150 for Portland Cement, to two parts byweight of clean, uniformly graded, concrete fine aggregate(sand) conforming to Specification C33, for Concrete Aggre-gates. Use sufficient water to produce a flo
14、w of 100 6 5 whentested in accordance with the procedure for the determination1This test method is under the jurisdiction ofASTM Committee C24 on BuildingSeals and Sealants and is the direct responsibility of Subcommittee C24.30 onAdhesion.Current edition approved Sept. 15, 2006. Published September
15、 2006. Originallyapproved in 1975. Last previous edition approved in 2001 as C 794 01.2For 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
16、 page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.of consistency of cement mortar described in Test MethodC 109. After curing 1 day in moist air and 6 days in saturatedlime water at 23 6 2C (73 6 3F), prepare t
17、he surface of 152by 76 mm (6 by 3 in.) of each slab by wet grinding either sidewith a belt sander using No. 60 aluminum carbide sanding beltor using an iron lap with No. 60 silicon carbide (or aluminumoxide) grain until the aggregate is uniformly exposed. Returnthe slabs to saturated lime water stor
18、age until needed.6.2.2.1 Slabs may be prepared and shipped to other loca-tions for use. The slabs may be shipped dry and shall bereturned to saturated lime water storage on arrival until needed.6.2.2.2 Prior to use, wet grind the previously ground surfaceto remove any laitance, rinse thoroughly unde
19、r running tapwater, and dry the slabs overnight at 105 to 110C (220 to230F). Clean the slabs by vigorous brushing with a stiff-bristled fiber brush to remove any film or powder. Conditionthe slabs at standard conditions for not less than 1 day and notmore than 7 days.6.2.3 Plate Glass, polished, cle
20、ar, 152 by 76 by 6.3 mm (6by3by14 in.).NOTE 1Because of the fact that adhesive properties of a joint sealantare related to the nature of the substrate, it is strongly recommended thatwhenever possible the peel test be made with the substrates that are to beused in the building under consideration in
21、 addition to or in place of thespecified substrates described in 6.2.1, 6.2.2, and 6.2.3. Such substratesinclude brick, marble, limestone, granite, stainless steel, plastic, quarrytile, and others. For practical reasons the specimen dimensions may bechanged from the standard sizes provided the thick
22、ness of the sealantremains as specified.6.3 Spacer Strips, four, of hard wood, metal, or glass asfollows: two 152 by 76 by 6.3 mm (6 by 3 by14 in.) forpreparing the test specimens on aluminum and glass, and twoof the same length and width but 9.3 mm (38 in.) thick forpreparing the test specimens on
23、mortar.6.4 Glass Rod, about 12.7 mm (12 in.) in diameter and about305 mm (12 in.) long.6.5 Stainless Steel or Brass Rods, two, 1.6 mm (116 in.) indiameter, about 305 mm (12 in.) long.6.6 Masking Tape, paper, roll, 25.4 mm (1 in.) wide.6.7 Airplane3/Wire4Cloth Grade A, desized, 4.28 oz/yd,80/84 count
24、, 6 pieces at least 178 mm (7 in.) long and 76 mm(3 in.) wide, or suitable wire cloth,430-mesh, 0.254-mm(10-mil) thickness.6.8 Putty Knife, stiff, about 38 mm (112 in.) wide.6.9 Knife, with sharp razor-type blade.6.10 Exposure ApparatusThe exposure apparatus shall beone of the three types of laborat
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