ASTM C1135-2015 Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants《测定结构密封料的粘着抗拉强度特性的标准试验方法》.pdf

《ASTM C1135-2015 Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants《测定结构密封料的粘着抗拉强度特性的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM C1135-2015 Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants《测定结构密封料的粘着抗拉强度特性的标准试验方法》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1135 00 (Reapproved 2011)C1135 15Standard Test Method forDetermining Tensile Adhesion Properties of StructuralSealants1This standard is issued under the fixed designation C1135; the number immediately following the designation indicates the year oforiginal adoption or, in the case of r

2、evision, 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 test method covers a laboratory procedure for quantitatively measuring the tensile adhesion

3、properties of structuralsealants, hereinafter referred to as the “sealant”.1.2 The values stated in SI (metric) units are to be regarded as the standard. The inch-pound values given in parentheses areprovided for information only.1.3 This standard does not purport to address all of the safety concer

4、ns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.NOTE 1Two ISO standards are known that develop similar information to C1135; ISO 8339 a

5、nd ISO 8340.2. Referenced Documents2.1 ASTM Standards:2C717 Terminology of Building Seals and Sealants2.2 ISO Standards:3ISO 8339 Determination of Tensile PropertiesISO 8340 Determination of Tensile Properties at Maintained Extension3. Terminology3.1 DefinitionsRefer to Terminology C717 for definiti

6、ons of the following terms used in this test method: cohesive failure,primer, sealant, spacer, standard conditions, structural sealant, and substrate.4. Significance and Use4.1 Frequently, glass or other glazing or panel materials are structurally adhered with a sealant to a metal framing system. Th

7、esealants used for these applications are designed to provide a structural link between the glazing or panel and the framing system.4.2 Although this test method is conducted at one prescribed environmental condition, other environmental conditions andduration cycles can be employed.5. Apparatus and

8、 Materials5.1 Tensile Testing Machine, capable of producing a tensile load on the specimen at the rate of 50.8 6 5.1 mm (2.0 6 0.20 in.)per minute.5.1.1 Fixed MemberA fixed or essentially stationary member carrying one grip.5.1.2 Movable MemberA movable member carrying a second grip.5.1.3 GripsThe g

9、rips should be suitable to firmly grasp the test fixture that holds the test specimen and should be designedto eliminate eccentric specimen loading. Specimen loading should be perpendicular to the substrate/sealant interfaces. Foralignment purposes, each grip shall have a swivel or universal joint a

10、t the end nearest to the specimen.1 This test method is under the jurisdiction ofASTM Committee C24 on Building Seals and Sealants and is the direct responsibility of Subcommittee C24.30 on Adhesion.Current edition approved Jan. 1, 2011Dec. 1, 2015. Published March 2011January 2016. Originally appro

11、ved in 1990. Last previous edition approved in 20052011 asC1135 00(2005).(2011). DOI: 10.1520/C1135-00R11.10.1520/C1135-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, ref

12、er to the standards Document Summary page on the ASTM website.3 Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes

13、have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, 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

14、document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.1.4 Grip FixtureA fixture capable of being held by the grips and furnishing a tensile force to the sealant specimen.5.2 Spatulas, for use in applying sealant.5.3 Caulking Gun,

15、 for extruding sealant from cartridges when applicable.5.4 Substrate PanelsTwo substrates of the same finish are required for each test specimen.NOTE 2This test method is based on identical substrates of 6.3 25.4 76.2 mm (0.25 1.0 3.0 in.) clear float glass. Other substrates may betested; however, c

16、onsideration needs to be given to maintaining adequate rigidity of the substrates during testing.5.5 SpacerOne piece spacer made from polytetrafluorethylene (PTFE) or a suitable rigid material shall be used to which thetest sealant will not bond.5.6 Substrate Cleaning Materials.5.7 Primer (if needed

17、).6. Test Specimen6.1 Assembly:6.1.1 Prior to assembly, wipe the substrates with a clean, dry, lint-free cloth, then thoroughly clean with a solution appropriatefor the substrate material. Prior to evaporation of the cleaning solution, wipe the substrates dry with a clean, lint-free cloth.NOTE 3The

18、precision and bias statement is based on glass substrates with a recommended cleaning solution of a 50 to 50 ratio isopropanol and water.6.1.2 Apply recommended primer, if required. Then, construct the test specimen assemblies by forming a sealant cavity 12.7by 12.7 by 50.8 mm (0.50 by 0.50 by 2.0 i

19、n.) between two substrate panels (see Fig. 1) with the aid of appropriate spacers.6.2 Preparation of Test Assemblies:6.2.1 Prepare a set of five test specimen assemblies for each sealant and substrate combination being tested (see Fig. 1).NOTE 4Five test specimen assemblies should be prepared for ea

20、ch additional environmental condition being evaluated.6.2.2 Fill each set of five assemblies with the sealant being tested. Immediately tool the sealant surface to ensure complete fillingand wetting of the substrate surfaces. Take special care to strike off the sealant flush with the substrate.6.3 L

21、abelingEach of the five specimens of each set should be individually identified.(a) Glass Substrate and Spacer Assembled to Form a Sealant Cav-ity (Tape or clamp substrates together prior to injecting the sealant.)(b) Sideview of Test Specimen with Spacer Removed(c) End view of Test Specimen with Sp

22、acer RemovedNOTE 1Dimension B in Fig. 1(c) is known as the sealant edge bite or sealant contact depth.FIG. 1 Sealant Test SpecimenC1135 1527. Conditioning7.1 Cure the specimens for 21 days at 23C (3.6F) and 50 6 6 % relative humidity (standard conditions). standard conditions.Any deviations from the

23、 curing conditions must be listed in the report.7.2 Remove all spacer sections from the specimens. If desired, spacers may be removed prior to the end of the 21 day cure. Ifremoved early, note this in the report.8. Procedure8.1 Testing:8.1.1 Pull all specimens on the tensile test machine at standard

24、 conditions at a rate of 50.8 mm (2.0 in.) per minute. If an analogchart recording device is being used, the chart speed should be a minimum of 127 mm (5.0 in.) per minute (508 mm (20.0 in.)per minute is preferred) to allow for a more accurate reading of force at specific elongations.8.1.2 Measure a

25、nd record to the nearest 0.8 mm (0.03125 in.) the actual minimum length (Dimension A) and minimum width(Dimension B), in millimetres (inches) as shown in Fig. 1.8.1.3 Record the tensile load, C, (see Note 5), newtons (lbs) at 10, 25, 50, and 100 %, and at maximum elongation (see Note6). Measure and

26、record percent cohesive failure.NOTE 5If the substrate breaks, disregard the value at which it breaks. Other values obtained prior to breakage are acceptable.NOTE 6Calculate the maximum elongation from the recording chart value at the point of maximum load.8.2 ObservationsObserve the specimens and r

27、ecord any obvious air bubbles trapped in the sealant during the preparation oftest specimens.9. Calculation9.1 Calculate actual sealant minimum contact area, D, in square millimetres (square inches) as follows:D5A3B (1)where:A = sealant length, Dimension A (see Fig. 1) andB = sealant bite, Dimension

28、 B (see Fig. 1).9.2 Calculate tensile stress as follows:T5CD (2)where:T = tensile strength, MPa (psi), andC = tensile load, N (lb).NOTE 7CD 5 Nmm2 5 MPa,and CD 5 lbin.3 5psi.10. Report10.1 Report FormThe test results and observations are to be reported on the form shown in Fig. 2.10.2 Report the fol

29、lowing information:10.2.1 Any primer used and any deviations from the test method such as, if the spacers were removed prior to the 21-day cureperiod, if the curing conditions deviated from those listed, and any other deviation from the test method,10.2.2 The actual sealant minimum contact area, in

30、square millimetres (square inches) as calculated in 9.1,10.2.3 Tensile stress in megapascals (pounds per square inch) at 10, 25, 50, and 100 % and at maximum elongation, ascalculated in 9.2. (Use actual contact area from 10.2.2.),10.2.4 The percent elongation at maximum tensile load,10.2.5 The mode

31、of failure in percent cohesive failure, and10.2.6 Any observation from 8.2.11. Precision and Bias411.1 PrecisionThe precision for this test method is summarized in Table 1.11.2 BiasBias depends on strict conformance to this test method when both preparing and measuring test specimens. Therewas no bi

32、as reported in the test results when both acid and neutral curing structural silicone sealants were evaluated after both roomtemperature conditioning and after conditioning seven days immersed in water prior to testing at room temperature.4 Supporting data have been filed at ASTM International Headq

33、uarters and may be obtained by requesting Research Report RR:C24-1028.C1135 153ASTM 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 determination of the vali

34、dity 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 withdrawn.Your comme

35、nts 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 your comments have n

36、ot 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 co

37、pies) 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). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 2

38、22Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 2 Report FormTABLE 1 Summary of Precision DataNOTE 1 The intervals in Column 1 were determined based on thetesting of five replicates of two materials at two conditions (representinga total of four materials) tested by either (1) four

39、or (2) three laboratories.I(r)ARepeatabilityI(R)BReproducibilityStress, psiAt 10 % elongation (1) 6 13At 25 % elongation (1) 6 12At 50 % elongation (1) 7 11At 100 % elongation (1) 11 13Ultimate stress/tensile (2), psi 38 51Ultimate elongation (2), % 76 126Mode of failure (2):Cohesive failure, % 42 5

40、5A In future use of this test method, the difference between two test results obtainedin the same laboratory on the same material will be expected to exceed theintervals I (r) above only 5 % of the time.B In future use of this test method, the difference between two test results obtainedin different laboratories on the same material, will be expected to exceed theintervals I (R) above only 5 % of the time.C1135 154