1、Designation: E761/E761M 92 (Reapproved 2015)1Standard Test Method forCompressive Strength of Sprayed Fire-Resistive MaterialApplied to Structural Members1This standard is issued under the fixed designation E761/E761M; the number immediately following the designation indicates the yearof original ado
2、ption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defen
3、se.1NOTEDesignation was changed to dual and units information was corrected editorially in August 2015.1. Scope1.1 This test method covers a procedure for measuring thecompressive strength of sprayed fire-resistive material (SFRM)applied to a rigid substrate. These fire-resistive materialsinclude sp
4、rayed fibrous and cementitious materials applieddirectly in contact with these structural members. The testmethod is applicable to laboratory procedure.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be ex
5、act equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of th
6、e user of this standard 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Documents2.1 ASTM Standards:2D2092 Guide for Preparation of Zinc-Coated (Galvanized)Steel Surfaces for Painting (Withdrawn 2008)3E84 Tes
7、t Method for Surface Burning Characteristics ofBuilding MaterialsE119 Test Methods for Fire Tests of Building Constructionand MaterialsE605/E605M Test Methods for Thickness and Density ofSprayed Fire-Resistive Material (SFRM) Applied toStructural Members3. Summary of Test Method3.1 The compressive s
8、trength of SFRM applied to a steelsheet is determined by applying a crushing load normal to thesurface of the specimen. This test method measures the stressat 10 % deformation or at failure, whichever is smaller.4. Significance and Use4.1 The intent of this test method is to determine propertiesof d
9、irect-applied SFRM that may be used to provide anindication of serviceability. Satisfactory performance of fire-resistive material applied to structural members and assembliesdepends upon its ability while in place to withstand the variousinfluences that may occur during the life of the structure, a
10、swell as upon its satisfactory performance under fire tests.4.2 This test method measures the compressive strength ofSFRM and is a measure of the resistance to deformation undera compressive load. It is an indication of the ability of SFRMto remain in place and resist removal during anticipated serv
11、iceconditions.5. Apparatus5.1 Testing MachineAny form of standard hydraulic ormechanical compression testing machine accurate to 0.005 kg0.01 lb and 0.25 mm 0.001 in.5.2 Spherical Bearing Block Assembly, having a planebearing surface of 150 mm 6 in. square. The upper bearingshall be a spherically se
12、ated, hardened metal block firmlyattached at the center of the upper head of the machine. Thecenter of the sphere shall lie at the center of the surface held inits spherical seat, but shall be free to turn in any direction, andits perimeter shall have at least 6-mm 14-in. clearance fromthe head to a
13、llow for specimens whose bearing surfaces are notexactly parallel (see Fig. 1).1This test method is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.21on Serviceability.Current edition approved Aug. 1, 2015. Published August
14、 2015. Originallyapproved in 1980. Last previous edition approved in 2011 as E761 92 (2011).DOI: 10.1520/E0761-92R15E01.2For 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
15、 to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.3 Drying Oven, capable of maintaining tem
16、perature andhumidity conditions during the specimen curing cycle, inaccordance with the SFRM manufacturers published require-ments.6. Materials and Manufacture6.1 This test method requires the application of SFRM inaccordance with manufacturers published instructions. Theapparatus, materials, and pr
17、ocedures used to apply the SFRMfor this test shall be representative of application in the field.6.2 The density of the prepared sample shall be similar tothe density tested and reported during the Test Methods E119and Test Method E84 fire exposure tests or as required by thesponsor of the test.6.3
18、Determine the density and thickness of each of thelaboratory-prepared specimens. Report in accordance with TestMethods E605/E605M.7. Test Specimen7.1 The test specimen shall be SFRM applied to galvanizedsteel sheet, 1.5 mm 0.060 in. (16 ga.) minimum thickness,175 by 600 mm 7 by 24 in. Clean with sol
19、vent to removeany oil on the surface to be sprayed, in accordance with GuideD2092.7.2 Apply the fire resistive material to the galvanized steelsheet at a minimum thickness of 19 mm 34 in. Individualthickness measurement shall be +3.0 mm +0.125 in. with nomeasurement less than 19 mm 34 in.7.3 Conditi
20、on the prepared specimen for a period of not lessthan 72 h at room temperature (20 6 10C 68 6 18F) and atrelative humidity not greater than 60 %. After 72 h, thespecimen may be force dried in a drying oven at 43 6 6C110 6 10F, and at a relative humidity not greater than 60 %until reaching constant w
21、eight.47.4 Testing may be performed after it has been determinedthat the specimen has reached constant weight.7.5 Where necessary, even the surface of the specimen attwo areas 150 mm 6 in. square at opposite ends of thespecimen with an appropriate capping material such aspolyurethane, epoxy, polyest
22、er, or other similar materials. Thetop plane of the capping material shall not exceed the thickestpoint of the test area of a test specimen with an irregularsurface by more than 1.3 mm 0.05 in.7.6 Make two compression tests at opposite ends of the testspecimen. Make one density test on the specimen.
23、7.7 Other types of non-compressible backing may be used ifspecified.8. Procedure8.1 Apply the load perpendicular to the face of the testspecimen, with the bearing block on top of the specimen. Theinitial thickness of the test specimen for deformation calcula-tions shall be the distance between the p
24、lane bearing surface ofthe block assembly and the steel (backing) plane, after aninitial load of 0.7 kPa 0.1 psi has been applied to thespecimen.8.2 The speed of the moving head of the testing machineshall be not more than 1.3 mm 0.05 in. min. Compress thespecimen until either a deformation of 10 %
25、or ultimate load isreached, whichever occurs first.9. Report9.1 Report the following information:9.1.1 Compressive strength in kilopascals or pounds-forceper square inch, including weight of spherical test blockassembly at 10 % deformation or at ultimate load, whichever isthe smaller,9.1.2 Mode of f
26、ailure, and9.1.3 Thickness in millimetres or inches and the density inkilograms per cubic metre or pounds per cubic foot of theSFRM.10. Precision and Bias10.1 PrecisionThe precision of the test method is beingdeveloped and will be added when available.10.2 BiasThe procedure in this test method has n
27、o biasbecause the value of the compressive strength can be definedonly in terms of a test method.11. Keywords11.1 compressive strength; sprayed cementitious; sprayedfibrous; sprayed fire resistive materials (SFRMs)4Although mass is being determined, the term weight is used in this test methodas a fi
28、eld-accepted substitute.FIG. 1 Spherical Bearing Block for Compressive Strength TestE761/E761M 92 (Reapproved 2015)12ASTM 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
29、advised that determination 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, eit
30、her reapproved or 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
31、. If you feel that 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. Ind
32、ividual 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). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 92 (Reapproved 2015)13
