1、Designation: E3037 16Standard Test Method forMeasuring Relative Movement Capabilities of Through-Penetration Firestop Systems1This standard is issued under the fixed designation E3037; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision
2、, 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 testing procedures for through-penetration firestop systems. This test method is
3、 intended forthe following uses:NOTE 1Refer to Test Method E814 for definition of “through-penetration firestop system.”1.1.1 To determine relative movement capability in twoseparate and distinct planes of movement for different types ofthrough-penetration firestop systems,1.1.2 To standardize a com
4、parison of movement capabilityby establishing standardized test conditions, in order to allowthe type of through-penetration firestop systems movementcapabilities to be examined,1.1.3 To provide the user with information on amplitudes ofrelative movement between the penetrating items and thesubstrat
5、e (concrete-based or gypsum-based).NOTE 2Amplitude is the measure of change over a single cycle.1.2 This test method is intended to be used only as part of aspecification or acceptance criteria due to the limited move-ments tested, and limited number of variables examined.1.3 This test method uses s
6、tandardized configurations forthe test specimen. Test results will not be representative of allpossible through-penetration firestop systems.1.4 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provi
7、ded for information onlyand are not considered standard.1.5 The text of this standard references notes, comments,and footnotes which provide explanatory material. Thesenotes, comments, and footnotes (excluding those in tables andfigures) shall not be considered requirements of this standard.1.6 This
8、 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 determine the applica-bility of regulatory limitations prior to use. Some specifichazards s
9、tatements are given in Section 7 on Safety Hazards.2. Referenced Documents2.1 ASTM Standards:2E119 Test Methods for Fire Tests of Building Constructionand MaterialsE176 Terminology of Fire StandardsE631 Terminology of Building ConstructionsE814 Test Method for Fire Tests of Penetration FirestopSyste
10、msE1399/E1399M Test Method for Cyclic Movement andMeasuring the Minimum and Maximum Joint Widths ofArchitectural Joint Systems2.2 ISO Standards:3ISO 834 Fire-resistance tests - Elements of building con-structionISO 10295-1 Fire tests for building elements and compo-nents - Fire testing of service in
11、stallations - Part 1:Penetration seals2.3 UL Standards:4UL 263 Standard for Fire Tests of Building Construction andMaterialsANSI/UL 1479 Standard for Fire Tests of Through-Penetration Firestops2.4 ULC Standards:5CAN/ULC-S101 Standard Methods of Fire Endurance Testsof Building Construction and Materi
12、alsCAN/ULC-S115 Standard Method of Fire Tests of FirestopSystems1This 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 Oct. 1, 2016. Published November 2016. DOI:10
13、.1520/E3037-16.2For 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 to the standards Document Summary page onthe ASTM website.3Available from International Organization for
14、 Standardization (ISO), ISOCentral Secretariat, BIBC II, Chemin de Blandonnet 8, CP 401, 1214 Vernier,Geneva, Switzerland, http:/www.iso.org.4Available from Underwriters Laboratories (UL), 2600 N.W. Lake Rd., Camas,WA 98607-8542, http:/.5Available from ULC Canada, 7 Underwriters Road, Toronto, Ontar
15、io, CanadaM1R 3A9, http:/ ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States12.5 Other Standards:EN 1366 Fire resistance tests for service installations6FEMA 461 Interim Testing Protocols for Determining theSeismic Performance Characteristics of S
16、tructural andNonstructural Components7IMO FTP Code International Code for the Application ofFire Test Procedures83. Terminology3.1 For definitions of terms used in this test method andassociated with building issues, refer to the definitions con-tained in Terminology E631. For definitions of terms u
17、sed inthis test method and associated with fire issues, refer to thedefinitions contained in Terminology E176.3.2 When there is a conflict between Terminology E631 andTerminology E176 definitions, Terminology E176 definitionsshall apply.3.3 Definitions of Terms Specific to This Standard:3.3.1 allowa
18、ble movement, nthe cyclic displacementlength measured and recorded from a given test series prior tothe one for which failure of the through-penetration firestopsystem was observed.3.3.2 annular space, nthe distance, measured in a straightline, between the outer most portion of the penetrating item
19、andthe inside periphery of the opening in the test assembly.3.3.3 cyclic movement, nthe periodic change between theextremes of movement in one plane in an automaticallymechanically controlled system.3.3.4 penetrating item, nthe continuous item that traversesfrom one side of a wall or floor or roof t
20、o the opposite sidethrough the opening in the assembly.3.3.4.1 DiscussionExamples of penetrating items includecables, conduits, ducts, pipes.3.3.5 substrate, nthe material of the wall assembly or roofassembly that the through-penetration passes through.3.3.6 test specimen, nthe penetrating item or i
21、tems, thetest assembly through which the penetrating items are arrangedto pass, and the materials or devices, or both, that seal theopening in the through-penetration firestop system beingtested.3.3.7 type of through-penetration firestop system, ntheunique combination of penetrating item type (for e
22、xample,metal pipe, plastic pipe, cabling), substrate type (concrete-based or gypsum-based), and firestop material or device,including their method of installation.3.3.8 y-direction, nthe direction of movement parallel tothe surface of the test assembly.3.3.9 z-direction, nthe direction of movement p
23、erpendicu-lar to the surface of the test assembly.4. Summary of Test Method4.1 A rectangular test assembly is made from concrete orgypsum board according to the targeted application. Thepenetrating item and firestop materials are chosen to representthe type of through-penetration firestop system for
24、 whichmovement data is desired.NOTE 3A simplified example of such a test assembly is shownschematically in Fig. 1.4.2 Two independent tests are conducted for each combina-tion of through-penetration firestop system type and testassembly. One of the tests cycles the penetrating item in thedirection p
25、erpendicular to the plane of the test assembly. Asecond independent test is conducted to cycle the through-penetration firestop system in the direction parallel to the planeof the test assembly. The cycling tests continue to the magni-tude requested by the test sponsor, as adjusted by ongoingobserva
26、tions during the test.4.3 The cyclic movement tests are followed by a fireresistance test of each test assembly, as described in 9.11,toestablish the fire resistance rating of each such assembly.5. Significance and Use5.1 This test method is intended to standardize the cyclicmovement of a through-pe
27、netration firestop system prior to afire resistance test. If the amplitude of movement in a designapplication can be predicted, then the numerical values ofallowable movement can be used as one data point in helpingto establish suitability of the through-penetration firestopsystem for the given appl
28、ication.NOTE 4The fire resistance rating of a through-penetration firestopsystem is established in accordance with a relevant fire test, as acceptableto the Authority Having Jurisdiction. Examples of such tests include TestMethod E814, CAN/ULC-S115, UL 1479, and ISO 10295-1.5.2 This test method will
29、 assist users, producers, buildingofficials, code authorities, and others in understanding relativemovement capabilities of representative test specimens ofthrough-penetration firestop systems under standardized testconditions.5.3 This test method is not intended to predict the absolutemovement capa
30、bilities of all likely permutations of through-penetration firestop systems under all likely types of real-lifemovement.5.4 This test method does not provide information on:5.4.1 Durability of the through-penetration firestop systemunder actual service conditions, including the effects of cycledtemp
31、erature on the through-penetration firestop system,5.4.2 Rotational shear capabilities of the test specimen,5.4.3 Any other attributes of the test specimen, such as wearresistance, chemical resistance, air infiltration, water-tightness,and so forth, and5.4.4 Compatibility of through-penetration fire
32、stop systemcomponents and the penetrating items.5.5 This test method is only to be used as one element in theselection of a through-penetration firestop system for a particu-lar application.6Available from European Committee for Standardization (CEN), AvenueMarnix 17, B-1000, Brussels, Belgium, http
33、:/www.cen.eu.7Available from Federal Emergency Management Agency (FEMA), 500 C St.,SW, Washington, DC 20472, http:/www.fema.gov.8Available from International Maritime Organization, 4 Albert Embankment,London SE1 7SR, United Kingdom, http:/www.imo.org.E3037 1625.6 This is not a fire test standard. To
34、 determine the effect ofcyclic movement on the fire resistance rating of a though-penetration firestop system, conduct a fire test in accordancewith a fire resistance test method acceptable to the AuthorityHaving Jurisdiction subsequent to this movement test.6. Apparatus6.1 Testing Machine, capable
35、of a range of movement thatincludes the maximum z-direction and y-direction movementplanned for the test. It shall be capable of continual repetitiousmovement between two specified dimensions, equipped withan automatic counter to record the relative movement betweenthe penetrating item and the test
36、assembly during the test.6.2 Measuring Device, capable of an accuracy of 0.010 60.005 in. (0.25 6 0.013 mm).NOTE 5One example of a commonly used measuring device is theLinear Variable Differential Transformer (LVDT).NOTE 6If a load cell is connected to the displacement device, it mightbe damaged if
37、the resistance to movement exceeds the rated capacity ofthe load cell.6.3 Mounting Plates, or other apparatus suitable to installthe test specimen and undergo the test procedures.7. Safety Hazards7.1 WarningTake proper precautions to protect the ob-servers in the event of any failure. If extreme pre
38、ssures developduring this test, considerable energy and hazard are involved.In cases of failure, the hazard to personnel is less if a protectiveshield is used and protective eye wear worn. Do not permitpersonnel between the shield and equipment during the testprocedure.8. Test Specimens8.1 Test Asse
39、mbly:8.1.1 A concrete substrate shall be 4.5 6 0.50 in. (114 613 mm) thick. The concrete used shall have a nominal densityof 150 pcf (2403 kg/m3) and a minimum compressive strengthof 3000 psi (20.68 MPa).NOTE 7This dimension has been selected to provide a generic,representative test assembly that ca
40、n provide meaningful data for a widevariety of conditions.NOTE 8The concrete types or dimensions as permitted by 8.1.5 willresult in different test assemblies when needed.8.1.2 Prior to the test, condition concrete test specimens inan ambient atmosphere of 50 to 75 % relative humidity at 73 65F (23
41、6 3C) until an equilibrium moisture condition isachieved within the test specimen (Note 9).8.1.3 With some concrete construction it is difficult orimpossible to achieve such uniformity. Where this is the case,test specimens shall be permitted to be tested when the dampestportion of the test specimen
42、 has achieved a moisture contentFIG. 1 Simplified Example of Test Assembly Used for Movement Testing, Y-direction and Z-direction of Cycle Movement ShownE3037 163corresponding to conditioning to equilibrium with air in therange of 50 to 75 % relative humidity at 73 6 5F (23 6 3C).NOTE 9Arecommended
43、method for determining the relative humiditywithin a hardened concrete test specimen with electric sensing elements isdescribed inAppendix I of the paper by Menzel.9Asimilar procedure withelectric sensing elements is permitted to be used to determine the relativehumidity within test specimens made w
44、ith other materials.8.1.4 A gypsum wall assembly shall consist of 1-h fireresistance rated construction using58-in. or 16-mm nominalthickness boards mounted on 358-in. (92-mm) nominal 24-gauge studs. Stud spacing shall be 16 6 0.5 in. (381 613 mm). The assembly shall consist only of gypsum boards,fr
45、aming members, tracks, and screws. It shall be fastened asspecified in the listing of the 1-h assembly used. The gypsumboard shall not be of the abuse-resistant or impact-resistanttypes, unless that board type is reported, as mandated by 8.1.5.The testing machines attachment to the test assembly sha
46、ll notrest or otherwise support the free span of gypsum boardbetween studs. In the direction parallel to the studs, the gypsumboard span shall not have any rigid supports at either end, or ifa support is necessary at one or both ends, the gypsum boardshall have a minimum unsupported free span of 14
47、in.(356 mm) as measured parallel to the studs. The opening in thegypsum wall for the through-penetration shall be centeredwithin the assembly. The opening is permitted to be framed ornot framed, depending on the condition that is being investi-gated.NOTE 10This gypsum wall assembly has been chosen t
48、o provide ageneric, representative test assembly that can provide meaningful data fora wide variety of conditions.NOTE 11The minimum free span of gypsum board is being specifieddue to the possibility that gypsum board flexure during movement testingin the z-direction will influence the results.8.1.5
49、 Other substrate types, thicknesses, and variations shallbe permitted to be tested, as needed, to produce data that isrepresentative of field conditions that are not well representedby the concrete or gypsum test assemblies specified in 8.1.1through 8.1.4. When materials, dimensions, or characteristicsdifferent than those specified in 8.1.1 through 8.1.4 are used forthe test assembly, indicate in the test report that a non-standardtest assembly was used, as well as why that non-standard testassembly
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