1、Designation: F3006 13Standard Specification forBall Drop Impact Resistance of Laminated Architectural FlatGlazing1This standard is issued under the fixed designation F3006; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year o
2、f 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 specification covers the destructive ball drop test-ing of laminated flat glass products intended for use inarc
3、hitectural glazing applications.1.2 This specification is intended for use as an in-plantquality control test to evaluate the impact performance oflaminated flat glass when a 2.3 kg, 83 mm diameter smoothsolid steel ball is dropped from a specified height.1.3 This specification does not yield data t
4、hat is a substitutefor safety glazing test requirements ofANSI Z97.1 or CPSC 16CFR 1201. Qualification under this specification provides abasis for judgment of the ability of specimens to withstand theappropriate shot-bag impact. This specification provides amechanism to allow fabricators a less cum
5、bersome and lowercost method for the evaluation of impact performance that maybe performed on a frequent basis while reducing the amount ofwaste materials generated from traditional impact tests.1.4 This specification is applicable to symmetrical andasymmetrical annealed, heat-strengthened, chemical
6、lystrengthened, fully tempered laminated architectural flat glassincluding but not limited to: float, patterned, sheet, sand-blasted, grooved, and fritted.1.5 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.1.6 This standard doe
7、s 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 statements are
8、 given in Section 4 on Hazards.2. Referenced Documents2.1 ASTM Standards:2C162 Terminology of Glass and Glass ProductsC1036 Specification for Flat GlassC1048 Specification for Heat-Strengthened and Fully Tem-pered Flat GlassC1172 Specification for Laminated Architectural Flat GlassC1422 Specificatio
9、n for Chemically Strengthened Flat GlassE631 Terminology of Building ConstructionsF30072.2 ANSI Standards:3Z26.1 American National Standard for Safety Glazing Ma-terials for Glazing Motor Vehicles and Motor VehicleEquipment Operating on Land HighwaysSafety Stan-dardZ97.1 American National Standard f
10、or Safety Glazing Ma-terials Used in BuildingsSafety Performance Specifica-tion and Methods of Test2.3 Other Standards:CPSC 16 CFR 1201 Safety Standard for Architectural Glaz-ing Materials4GANA LD-100-06 Standard Test Method for Ball DropImpact of Laminated Architectural Flat Glass53. Terminology3.1
11、 Definitions:3.1.1 For definition of terms used in this specification, referto Terminologies C162 and E631.1This specification is under the jurisdiction of ASTM Committee F12 onSecurity Systems and Equipment and is the direct responsibility of SubcommitteeF12.10 on Systems Products and Services.Curr
12、ent edition approved Aug. 1, 2013. Published August 2013. DOI: 10.1520/F300613.2For 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 o
13、nthe ASTM website.3Available from American National Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.4Available from U.S. Consumer Product Safety Commission (CPSC), 4330 EastWest Hwy., Bethesda, MD 20814, http:/www.cpsc.gov.5Available from Glass Associatio
14、n of North America (GANA), LaminatingDivision, 2945 SW Wanamaker Dr., Suite A, Topeka, KS 66614-5321, http:/.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.2 Definitions of Terms Specific to This Standard:3.2.1 asymmetricala term u
15、sed to describe the construc-tion of a laminate comprised of dissimilar glass types orthicknesses, or both. An example of an asymmetrical construc-tion is: 3 mm annealed glass 0.76 mm PVB interlayer6mmannealed glass.3.2.2 glass/plastic laminatesa manufactured assemblyconsisting of at least one layer
16、 of glass and at least one layer ofplastic glazing sheet material bonded together with an inter-layer.3.2.3 multi-ply laminatesa laminated glazing consisting ofmore than two layers of glass or plastic glazing sheet material,or both, bonded together by an interlayer between each sheet ofglazing.3.2.4
17、 organic-coated glassa manufactured assembly con-sisting of a sheet of glass covered on one or both surfaces witheither: (1) an adhesive-applied organic film or sheeting, or (2)an applied coating.3.2.5 symmetricala term used to describe the constructionof a laminate comprised of only one glass type
18、and thickness.An example of a symmetrical construction is: 3 mm annealedglass 0.76 mm PVB interlayer3mmannealed glass.3.2.5.1 DiscussionA color difference in the glass pliesdoes not affect symmetry.3.2.6 two (2)-ply glass laminatesa manufactured assem-bly consisting of two sheets of glass bonded tog
19、ether with aninterlayer to at least one other sheet of glass.3.2.7 two (2)-ply plastic laminatesa manufactured assem-bly consisting of two sheets of plastic bonded together with aninterlayer to at least one other sheet of plastic.4. Hazards4.1 Warning: Test impact cited in this specification isinten
20、ded to result in glass fracture. Proper glass handling safetygear should be worn at all times during specimen handling,testing, evaluation, and disposal.5. Classification5.1 Products shall be classified as indicated in Table 1.6. Test Specimens6.1 Number of Test Specimens:6.1.1 The number of specime
21、ns required for testing isdependent upon the configuration of the glazing and areindicated in 6.2 and 6.3.6.2 Symmetrical Constructions:6.2.1 Three test specimens shall be submitted for the balldrop test.6.2.2 One additional test specimen may be submitted for theball drop test should no more than on
22、e of the original threespecimens fail during testing or result in a non-test.6.3 Asymmetrical Constructions:6.3.1 Six test specimens shall be submitted for the ball droptest.6.3.1.1 Three specimens shall be impacted for each orien-tation.6.3.1.2 One additional test specimen may be submitted forthe b
23、all drop test should no more than one of the original sixspecimens fail during testing or result in a non-test.6.4 Test specimens shall be prepared as specified in thisspecification.6.5 The test specimen size shall be as specified in thisspecification. All glazing and interlayers of each specimensha
24、ll be identified.7. Test Methods7.1 Test specimens shall be tested according to Test MethodF3007.7.2 Drop Heights:7.2.1 The following drop heights correlate with the impactrequirements of CPSC 16 CFR 1201, ANSI Z97.1, and ANSIZ26.1. For instances where other regulations are in use, a UserDefined hei
25、ght is available.NOTE 1User defined drop heights are not correlated with anyregulation cited in this specification. Consult specifying authority forcorrelations.7.3 Test Temperature:7.3.1 The temperature of the glazing at impact shall be asindicated in Table 2.7.4 Performance Requirements:7.4.1 The
26、results are interpreted according to Table 3.7.4.2 At least three specimens from the same lot must betested and exhibit passing retention characteristics.TABLE 1 Product ClassificationClassification Product Name Product DescriptionI 2-ply glasslaminatesA manufactured assembly consisting of two sheet
27、s of glass bonded together with an interlayer to at least one other sheet ofglass. Note: When broken, numerous cracks appear, but glass fragments tend to adhere to the interlayer. If the nominal glassthickness is not equal on both sides, the structure is considered asymmetrical.II glass/plasticlamin
28、atesA manufactured assembly consisting of one layer of glass and one layer of plastic glazing sheet material bonded together withinterlayer. These structures are considered asymmetrical.III 2-ply plasticlaminatesA manufactured assembly consisting of two sheets of plastic bonded together with an inte
29、rlayer to at least one other sheet ofplastic. If the nominal plastic thickness is not equal on both sides, the structure is considered asymmetrical.IV multi-plylaminatesA laminated glazing consisting of more than two layers of glass or plastic glazing sheet material, or both, bonded together byinter
30、layers. These structures are considered asymmetrical.V organic-coated glassA manufactured assembly consisting of a sheet of glass covered on one or both surfaces with either: (1) an adhesive-appliedorganic film or sheeting, or (2) an applied coating. When broken, numerous cracks appear, but the glas
31、s fragments tend toadhere to the applied organic material.F3006 1328. Report8.1 Record the following information:8.1.1 Date and time of sample production, lot number, andtesting.8.1.2 Laminated Glazing configuration (detailed descriptionof all glasses, plastics, and interlayers, including glass type
32、,kind, and thickness, color, coating and interlayer type, thick-ness and color).8.1.3 Glazing temperature.8.1.4 Specimen size.8.1.5 Drop height(s).8.1.6 Retention Characteristic.8.1.7 Results.9. Compliance Statement9.1 A statement indicating whether or not the specimens arein compliance with this sp
33、ecification is required and mustinclude the product classification, drop height, and number ofretained samples per specimens tested.10. Keywords10.1 annealed glass; architectural flat glass; ball drop;chemically strengthened glass; flat glass; fragmentation; heatstrengthened glass; laminated glass;
34、plastic sheeting; plastics;retention; safety glass; safety glazingtempered glassASTM 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 advised that determination of the val
35、idity 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, either reapproved or withdrawn. Your com
36、ments 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. If you feel that your comments have
37、 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. Individual reprints (single or multiple
38、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 ASTM website (www.astm.org/
39、COPYRIGHT/).TABLE 2 Drop HeightsDrop Height m Surface Temperature of the Glazing at Impact Correlated Impact0.75 18 to 30C CPSC 16 CFR 1201 Cat I and ANSI Z97.1 Class A3.66 18 to 30C CPSC 16 CFR 1201 Cat II and ANSI Z97.1 Class A3.66 18 to 30C ANSI Z26.1 (flat transportation parts)User Defined User
40、Defined User DefinedTABLE 3 Retention Characteristics After Ball DropNOTE 1If the specimen completely leaves the frame, the test for that specimen will be deemed a void (non-test). Another specimen shall be testedwith increased clamping force sufficient to retain the specimen during testing.Category Retention Characteristics Results1 Ball Held glass unbroken Pass2 Ball Held glass broken, no tears in interlayer Pass3 Ball Held glass broken, tears in interlayer which do not permit a non-compressible 83 mm diameter ball to pass freelywithin5safterimpact.Pass4 Ball not retained FailF3006 133
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