1、Designation: E2032 09 (Reapproved 2017) An American National StandardStandard Guide forExtension of Data From Fire Resistance Tests Conducted inAccordance with ASTM E 1191This standard is issued under the fixed designation E2032; the number immediately following the designation indicates the year of
2、original adoption or, in the case of revision, 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 guide covers the extension of fire resistance ratingso
3、btained from fire tests performed in accordance with TestMethod E119 to constructions that have not been tested. TestMethod E119 evaluates the duration for which test specimenswill contain a fire, retain their standard integrity, or both duringa predetermined test exposure.1.2 This guide is based on
4、 principles involving the exten-sion of test data using simple considerations. The acceptance ofthese principles and their application is based substantially onan analogous worst case proposition.1.3 These principles are only applicable to temperatureconditions represented by the standard time-tempe
5、rature curvedescribed in Test Method E119. Test Method E119 is afire-test-response standard.1.4 The types of building constructions which are thesubject of this guide are categorized as follows: beams; floorand roof assemblies; columns; and walls and partitions. Floorand roof assemblies include such
6、 assemblies with ceilingprotective membranes.1.5 The extension of test data using numerical calculationsbased on empirical data or theoretical models is not covered inthis guide.1.6 This guide does not cover the substitution of oneproprietary material for another proprietary material, or mate-rials
7、for which fire test data are not presently available.1.7 This guide does not purport to be comprehensive in itstreatment of non-proprietary modifications of tested construc-tions. Engineering evaluation or tests are recommended forassessing modifications not specifically covered in this guide.1.8 Th
8、e values stated in SI units are to be regarded asstandard.1.9 This standard is used to determine certain fire-testresponses of materials, products, or assemblies to heat andflame under controlled conditions by using results obtainedfrom fire-test-response standards. The results obtained fromusing th
9、is standard do not by themselves constitute measures offire hazard or fire risk.1.10 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 standard to establish appro-priate safety and health practices and de
10、termine the applica-bility of regulatory limitations prior to use.1.11 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-men
11、dations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C168 Terminology Relating to Thermal InsulationC553 Specification for Mineral Fiber Blanket Thermal Insu-lation for Commercial and Industrial ApplicationsC612 Specific
12、ation for Mineral Fiber Block and BoardThermal InsulationE119 Test Methods for Fire Tests of Building Constructionand MaterialsE176 Terminology of Fire StandardsE631 Terminology of Building ConstructionsE1264 Classification for Acoustical Ceiling ProductsE1513 Practice for Application of Sprayed Fir
13、e-ResistiveMaterials (SFRMs)3. Terminology3.1 Definitions:3.1.1 For definitions used in this guide, refer to Terminolo-gies E176, C168, E631, and Test Method E119.1This standard guide is under the jurisdiction of ASTM Committee E05 on FireStandards and is the direct responsibility of Subcommittee E0
14、5.11 on FireResistance.Current edition approved April 1, 2017. Published April 2017. Originallyapproved in 1999. Last previous edition approved in 2013 as E203209(2013). DOI:10.1520/E2032-09R17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at s
15、erviceastm.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 StatesThis international standard was developed in accordanc
16、e with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.1.2 mineral fiber insulation, nins
17、ulation composed prin-cipally of fibers manufactured from rock, slag, or glassprocessed from molten state into fibrous form to compriseflexible batts or blankets, rigid or semi-rigid blocks and boards,or loose fill insulations, with or without binder.3.1.2.1 DiscussionMineral fiber blanket thermal i
18、nsula-tions and mineral fiber block and board thermal insulations areclassified into various types based upon the maximum usetemperature, which can range from 204C (400F) to 982C(1800F), and the apparent thermal conductivity (See Specifi-cations C553 and C612).3.1.3 unit weight, nas applied to concr
19、ete, weight per unitvolume.3.2 Definitions of Terms Specific to This Standard:3.2.1 acoustical ceiling panel, na form of a prefabricatedsound absorbing ceiling element used with exposed suspensionsystems (see Specification E1264).3.2.2 acoustical ceiling tile, na form of a prefabricatedsound absorbi
20、ng ceiling element used with concealed orsemi-exposed suspension systems, stapling, or adhesive bond-ing (see Specification E1264).3.2.3 beams, nall horizontally oriented structural mem-bers employed in building construction and known variously asbeams, joists, or girders.3.2.4 ceiling protective me
21、mbrane, na ceiling membraneattached to or suspended from the structural members of thefloor or ceiling assembly, usually by hanger wire or threadedrods, consisting of a grid suspension system with lay-in ceilingpanels or a grid of steel furring channels to which the ceilingmembrane is directly attac
22、hed, intended to provide fireprotection, acoustical and or aesthetic enhancements, or both.3.2.5 composite, nas applied to loadbearing elements, aninteraction between structural components which is to be takeninto account in the evaluation of load capacity.3.2.6 design load, nthe intended maximum de
23、sign loadcondition allowed by design under appropriate nationallyrecognized structural design criteria.3.2.7 directly applied fire resistive coating, nmaterials thatare normally sprayed onto substrates to provide fire-resistiveprotection of the substrates.3.2.7.1 DiscussionThese coatings are called
24、sprayed fire-resistive materials in Standard Practice E1513 and relatedstandards.3.2.8 equivalent thickness, nthe calculated solid thicknessof concrete or masonry for purposes of determining fireresistance ratings of barrier elements on the basis of heattransmission end-point criteria.3.2.9 insulati
25、on, na material that is normally added to anassembly to provide resistance to heat flow for purpose ofenergy conservation.3.2.9.1 DiscussionInsulation materials are also used toimprove sound control or improve fire resistance.3.2.10 lightweight aggregate concrete, nconcrete madewith aggregates of ex
26、panded clay, shale, slag, or slate orsintered fly ash, and weighing 1360 to 1840 kg/m3(85 to 115pcf).3.2.11 material, generic, nis one for which a nationallyrecognized Standard Specification exists.3.2.12 material proprietary, nis one whose fire perfor-mance characteristics are determined in conside
27、ration of aformulation or process of production that is proprietary.3.2.13 non-composite, nas applied to loadbearingelements, structural interaction between contiguous elements isassumed not to exist in the evaluation of load capacity.3.2.14 sand-lightweight concrete, nconcrete made with acombinatio
28、n of expanded clay, shale, slag, or slate or sinteredfly ash and natural sand and generally weighing between 1680and 1920 kg/m3(105 to 120 pcf).3.2.15 specified load, nas applied to loadbearingelements, the test load applied to the element in a Test MethodE119 test.3.2.15.1 DiscussionIn Test Method
29、E119 testing, thespecified load is generally the design load (see 3.2.6).3.2.16 test specimen, nthe specific construction assemblythat was tested in accordance with Test Method E119.3.2.17 transfer, nthe process of substituting a loadbearingelement from one test specimen for the loadbearing element
30、inanother test specimen, or utilizing a loadbearing element fromone test specimen for use in another test specimen that does notinclude a loadbearing element.3.2.18 ultimate capacity, nas applied to loadbearingelements, the actual maximum load carrying capacity of anelement based on properties speci
31、fic to the material constitut-ing the element.4. Significance and Use4.1 The methods and procedures set forth in this guide relateto the extension of the fire resistance ratings obtained fromparticular fire tested specimens to constructions that have notbeen tested.4.2 Users of this guide must have
32、knowledge and under-standing of the provisions of Test Method E119 including thosepertaining to conditions of acceptance.4.3 In order to apply some of the principles described in thisguide, reference to the original fire test report will be necessary.4.4 In Test Method E119, the specimens are subjec
33、ted tospecific laboratory fire test exposure conditions. Substitution ofdifferent test conditions or changes in the end use conditionshave the ability to change the measured fire-test-responsecharacteristics. Therefore, the extensions of data are valid onlyfor the fire test exposure conditions descr
34、ibed in Test MethodE119,.5. General Principles5.1 The same criteria or conditions of acceptance as set outin the Test Method E119 and followed in the establishment ofthe fire resistance rating of the original test specimen shall beused in the evaluation of the effect of the modification orsubstituti
35、on of components in a test specimen.5.1.1 The criteria or conditions of acceptance for the evalu-ation of modified test specimens shall likewise be in accor-dance with the appropriate sections of Test Method E119.E2032 09 (2017)25.2 Statements in this guide only indicate whether a changein the const
36、ruction either “can reduce” or “does not reduce” thefire resistance rating.5.3 Limitations:5.3.1 The extension of fire resistance ratings is valid onlyfor changes to the tested specimen that fall within normal andreasonable limits of standard construction practices.5.3.2 Statements are valid only if
37、 the identified changes arethe only changes in the construction or properties of thecomponents.5.3.3 It is possible that multiple changes have a differentcumulative effect than that of individual changes appliedseparately.5.3.4 Unless otherwise indicated, statements are only validif the change ident
38、ified does not change the specified load.5.3.4.1 Provisions in this guide involving the ratio ofspecified load to design load assume that the safety factor (ratioof ultimate capacity to design load) inherent in the designprocedure is constant.5.3.4.2 Increasing the ratio of the maximum applied load(
39、specified load, dead plus live load) to the design load of anelement beyond that realized in the test specimen can reducethe fire resistance rating.5.3.5 Provisions in this guide pertaining to concrete onlyapply to concrete with a compressive strength of 55.1 MPa(8000 psi) or less.5.4 Restrained/Unr
40、estrained Specimens:5.4.1 The fire resistance rating of a beam, floor, or roof testspecimen is related to either a restrained or unrestrainedcondition, or both. A restrained condition in a fire test isconsidered to be one in which the displacement or rotation dueto fire induced thermal expansion of
41、a load bearing element isresisted by forces external to the element. An unrestrainedcondition in a fire test is one in which the load bearing elementis free to expand and rotate at its supports or is not subject tosubstantial thermal expansion and its resulting restrainingforces.5.4.2 Ratings of res
42、trained beam, floor, or roof test speci-mens are intended for application to elements which areconsidered to be suitable for use in restrained building con-struction where the surrounding or supporting structure iscapable of resisting substantial thermal expansion throughoutthe range of anticipated
43、elevated fire conditions.5.4.3 Ratings of unrestrained beam, floor or roof test speci-mens are intended for application to elements which areconsidered to be suitable for use in unrestrained and restrainedbuilding construction where the surrounding or supportingstructure is or is not capable of resi
44、sting substantial thermalexpansion throughout the range of anticipated elevated fireconditions.5.4.3.1 The application of unrestrained classified beams,floors or roofs for use in building constructions with endrestraint does not reduce the fire resistance rating.NOTE 1See Appendix X3 “Guide for Dete
45、rmining Conditions ofRestraint for Floor and Roof Assemblies and for Individual Beams” inTest Method E119 for assistance in determining the conditions of thermalrestraint applicable to floor and roof constructions and individual beams inactual building construction.5.5 Composite and Non-Composite De
46、sign:5.5.1 Fire resistance ratings of beams and floors or roofstested with composite design between the beam and the floor orroof is not reduced in actual building constructions designedfor either composite or non-composite action.5.5.2 Conversely, fire resistance ratings of beams and floorsor roofs
47、 tested in non-composite design shall be limited tobuilding constructions designed for non-composite action.6. Principles Pertaining to Heat Transfer Characteristicsof Concrete6.1 The provisions in this section are applicable only as theyaffect the transfer of heat through concrete. Considerationsin
48、volving structural fire resistance are addressed in othersections.6.2 For concrete test specimens where temperature rise onthe unexposed surface of a concrete slab (wall, floor, or roof)is the governing criterion, the following modifications do notreduce the fire resistance rating of the assembly:6.
49、2.1 Decrease in concrete unit weight;6.2.2 Substitution of sanded light-weight aggregate concreteor light-weight aggregate concrete for normal weight concrete;also, substitution of carbonate aggregate for siliceous aggre-gate for either the coarse or the fine aggregate used in theconcrete;6.2.3 Decrease in the nominal maximum size of coarseaggregate within a given concrete aggregate type;6.2.4 Increase or decrease in the compressive strength of theconcrete;6.2.5 Change in the type of portland cement, flyash oradmixtures used in the concrete;6.2.6 Changes
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