ASTM E759 E759M-1992(2015)e1 0459 Standard Test Method for Effect of Deflection on Sprayed Fire-Resistive Material Applied to Structural Members《挠曲对结构构件上喷涂的防火材料影响的标准试验方法》.pdf

《ASTM E759 E759M-1992(2015)e1 0459 Standard Test Method for Effect of Deflection on Sprayed Fire-Resistive Material Applied to Structural Members《挠曲对结构构件上喷涂的防火材料影响的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM E759 E759M-1992(2015)e1 0459 Standard Test Method for Effect of Deflection on Sprayed Fire-Resistive Material Applied to Structural Members《挠曲对结构构件上喷涂的防火材料影响的标准试验方法》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E759/E759M 92 (Reapproved 2015)1Standard Test Method forEffect of Deflection on Sprayed Fire-Resistive MaterialApplied to Structural Members1This standard is issued under the fixed designation E759/E759M; 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 determining theeffect of deflection on sprayed fire-resistive material (SFRM)applied to steel deck. These materials include sprayed fibrousand ce

4、mentitious materials applied directly in contact with thestructural members. The test method is applicable only tolaboratory procedures.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 exact equivalents;

5、 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 the user of this s

6、tandard 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:2E84 Test Method for Surface Burning Characteristics ofBuilding MaterialsE119 Test Methods for Fire Tests of Building Constr

7、uctionand MaterialsE605/E605M Test Methods for Thickness and Density ofSprayed Fire-Resistive Material (SFRM) Applied toStructural Members3. Summary of Test Method3.1 In this test method, a cellular steel deck panel sprayedwith fire-resistive material is subjected to bending by a verticalcenter load

8、 while supported horizontally at its ends.4. Significance and Use4.1 The intent of this test method is to determine propertiesof direct-applied SFRM that may be used to provide anindication of serviceability. Satisfactory performance of fire-resistive material applied to structural members and assem

9、bliesdepends upon its ability while in place to withstand the variousinfluences that may occur during the life of the structure, aswell as upon its satisfactory performance under fire tests.4.2 This test method measures the behavior of SFRM whensubjected to deflection and evaluates such phenomena as

10、spalling and delamination under bending stress. It is anindication of the ability of SFRM to remain in place and resistremoval during anticipated service conditions.5. Apparatus5.1 SupportsRigid base to provide at least 50 mm 2 in.bearing and a clear span between supports of 3 m 10 ft.5.2 Bearing Bl

11、ockApproximately 50 mm 2 in. wide,minimum 600 mm 24 in. long bearing surface designed todistribute the load across the width of the specimen.5.3 LoadAny form of weights or testing machine capableof applying a load normal to the test surface and of developinga deflection of1120 of the clear span of t

12、he specimen.5.4 Deflection GageA dial or digital micrometer gradu-ated to 0.01 mm 0.001 in.6. Materials and Manufacture6.1 The specimen shall consist of cellular steel deck nomi-nal 40 mm 112 in. deep, 600 mm 24 in. wide, by 3600 mm12 ft long, consisting of a 1.5 mm 0.060 in. (18 ga.) thickgalvanize

13、d steel fluted top section and a 1.2-mm 0.048-in.galvanized steel flat bottom section welded together to formfour cells 150 mm 6 in. on center.1This test method is under the jurisdiction of ASTM Committee E06 onPerformance of Buildings and is the direct responsibility of Subcommittee E06.21on Servic

14、eability.Current edition approved Aug. 1, 2015. Published August 2015. Originallyapproved in 1980. Last previous edition approved in 2011 as E759 92 (2011).DOI: 10.1520/E0759-92R15E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm

15、.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States16.2 This test method requires the application of SFRM inaccorda

16、nce with manufacturers published instructions. Theapparatus, materials, and procedures used to apply the SFRMfor this test shall be representative of application in the field.6.3 The density of the prepared sample shall be similar tothe density tested and reported during the Test Methods E84and E119

17、 fire exposures or as required by the sponsor of thetest.6.4 Determine the density and thickness of each of thelaboratory-prepared specimens. Report in accordance with TestMethods E605/E605M.7. Test Specimen7.1 Apply the SFRM to the underside of the steel deck at aminimum 19 mm 34 in. thickness. Do

18、not apply the SFRM tothe area 330 mm 13 in. from each end of the specimen, inorder to permit the steel deck to bear directly on the supports.7.2 Condition the prepared specimen for a period of not lessthan one week at ambient temperature and humidity conditions(but not less than 4.4C 40F) until cure

19、d.7.3 Condition the specimen for a period sufficient to beconsidered dry in accordance with the manufacturers recom-mendation.8. Procedure8.1 Place the specimen on the test supports with the SFRMas the lower surface.8.2 To measure the deflection of the specimen, record theinitial reading of the dial

20、 micrometer prior to the application ofthe load and record the deformation as the load is applied.8.3 Apply a vertical center load to the upper face of thespecimen by means of a bearing block to develop a deflectionof1120 of the clear span, that is, 25 mm 1.0 in.9. Report9.1 Report the following inf

21、ormation:9.1.1 Condition of the test specimen when it has deflectedthe required1120 the clear span,9.1.2 Any spalling or delamination, and9.1.3 Thickness of the SFRM in millimetres or inches andthe density in kilograms per cubic metre or pounds per cubicfoot.10. Precision and Bias10.1 No statement i

22、s made about either precision or bias ofthis test method since the results merely describe qualitativelythe physical condition of the test specimen after exposure to thespecified procedure.11. Keywords11.1 deflection; sprayed cementitious; sprayed-fire-resistivematerials (SFRM)ASTM International tak

23、es 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 validity of any such patent rights, and the riskof infringement of such rights, are entirely their own re

24、sponsibility.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 comments are invited either for revision of this standard or for additional standardsand should be addres

25、sed 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 not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at th

26、e 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). 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)12