1、Designation: E2032 09 (Reapproved 2013) 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.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 Specification for Mineral Fiber
11、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 Fire-ResistiveMaterials (SF
12、RMs)3. Terminology3.1 Definitions:3.1.1 For definitions used in this guide, refer to Terminolo-gies E176, C168, E631, and Test Method E119.3.1.2 mineral fiber insulation, ninsulation composed prin-cipally of fibers manufactured from rock, slag, or glassprocessed from molten state into fibrous form t
13、o 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 insula-tions and mineral fiber block and board thermal insulations are1This standard guide is under the jurisdiction of ASTM C
14、ommittee E05 on FireStandards and is the direct responsibility of Subcommittee E05.11 on FireResistance.Current edition approved Aug. 1, 2013. Published September 2013. Originallyapproved in 1999. Last previous edition approved in 2009 as E203209. DOI:10.1520/E2032-09R13.2For referenced ASTM standar
15、ds, 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 page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 1
16、9428-2959. United States1classified 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 concrete, weight per unitvolume.3.2 Definitions o
17、f 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 absorbing ceiling element used with concealed orsem
18、i-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 membrane, na ceiling membraneattached to or su
19、spended 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 attached, intended to provide fireprotection, aco
20、ustical 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 design loadcondition allowed by design under a
21、ppropriate 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 sprayed fire-resistive materials in Standard
22、 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 insulation, na material that is normally added to an
23、assembly 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 expanded clay, shale, slag, or slate orsintere
24、d 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 consideration of aformulation or process of product
25、ion 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 acombination of expanded clay, shale, slag, or slate or
26、 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 E119 testing, thespecified load is generally
27、 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 inanother test specimen, or utilizing a load
28、bearing 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 specific to the material constitut-ing the elemen
29、t.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 knowledge and under-standing of the provisio
30、ns 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 subjected tospecific laboratory fire test exposure
31、 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 described in Test MethodE119,.5. General Principl
32、es5.1 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 orsubstitution of components in a test specimen.5.1.1 Th
33、e 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 E119.5.2 Statements in this guide only indicate whether a changein the construction either “can reduce” or “does not reduce” thefire res
34、istance rating.5.3 Limitations:E2032 09 (2013)25.3.1 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 the identified changes arethe only changes
35、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 identified does not change the specified load.5.3
36、.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(specified load, dead plus live load) to the
37、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/Unrestrained Specimens:5.4.1 The fire resistanc
38、e 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 a load bearing element isresisted by forces
39、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 restrained beam, floor, or roof test speci-mens
40、 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 elevated fire conditions.5.4.3 Ratings of un
41、restrained 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 resisting substantial thermalexpansion throughou
42、t 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 Determining Conditions ofRestraint for Floor and
43、 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 Design:5.5.1 Fire resistance ratings of beams
44、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 tested in non-composite design shall be lim
45、ited 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. Considerationsinvolving structural fire resistance are addre
46、ssed 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:6.2.1 Decrease in concrete unit weight;6.2.2 S
47、ubstitution 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 coarseag
48、gregate 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 in the type or amount of reinforcement;6.2.7 Increase in the equivalent thickness o
49、f the slab for agiven type of aggregate concrete; and6.2.8 Change in slab design or restraint conditions, providedthe equivalent thickness of slab does not decrease.6.2.9 In slabs or constructions incorporating joints otherthan construction joints, changes in joint design provided thatthe substituted joint design has been tested in a Test MethodE119 test and met the required fire resistance rating.6.2.10 For slabs containing hollow cores or air cavities,filling of cores or voids with non-combustible insulationmaterial;6.3 For temperature rise to be the go
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