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    ASTM D5319-2012 Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels《玻璃纤维增强聚酯墙板和天花板的标准规格》.pdf

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    ASTM D5319-2012 Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels《玻璃纤维增强聚酯墙板和天花板的标准规格》.pdf

    1、Designation: D5319 12 An American National StandardStandard Specification forGlass-Fiber Reinforced Polyester Wall and Ceiling Panels1This standard is issued under the fixed designation D5319; the number immediately following the designation indicates the year oforiginal adoption or, in the case of

    2、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. Scope*1.1 This specification covers the classification, materials ofconstruction, workmanship, physical r

    3、equirements, and meth-ods of testing glass-fiber-reinforced polyester composite walland ceiling panels intended for use in light construction andsemi-structural applications.1.2 Supplementary information on chemical resistance, im-pact resistance, and installation practice are provided in Ap-pendix

    4、X1.1.3 The classification of these composite panels into classesbased on relative response to a laboratory test shall not beconsidered a fire-hazard classification.1.4 Laboratory flammability tests (Test Methods E84 andD1929) applicable to this specification should be used tomeasure and describe the

    5、 properties of materials, products, orassemblies in response to heat and flame under controlledlaboratory conditions and should not be used to describe orappraise the fire hazard or conditions. However, results may beused as elements of a fire risk assessment which takes intoaccount all of the facto

    6、rs which are pertinent to an assessmentof the fire hazard of a particular end use.1.5 The intent of this specification is to define the class,grade, and general laminate properties of the composite walland ceiling liner panels in order to ensure a quality productwhich will perform in the intended ap

    7、plication. This specifi-cation is not intended to restrict or limit technological changesaffecting performance when changes are agreed upon betweenthe purchaser and manufacturer.1.6 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are providedf

    8、or information only.1.7 The text of this specification references notes andfootnotes that provide explanatory material. These notes andfootnotes (excluding those in Tables and Figures) shall not beconsidered as requirements of this specification.1.8 This standard does not purport to address all of t

    9、hesafety 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.NOTE 1There is no known ISO equivalent to this standard.2. Referenced

    10、 Documents2.1 ASTM Standards:2D374 Test Methods for Thickness of Solid Electrical Insu-lationD618 Practice for Conditioning Plastics for TestingD883 Terminology Relating to PlasticsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1929 Test Method for Determining Ignition Temperatureof Pl

    11、asticsD2244 Practice for Calculation of Color Tolerances andColor Differences from Instrumentally Measured ColorCoordinatesD3029 Test Methods for Impact Resistance of Flat, RigidPlastic Specimens by Means of a Tup (Falling Weight)(Withdrawn 1995)3E84 Test Method for Surface Burning Characteristics o

    12、fBuilding MaterialsE631 Terminology of Building Constructions3. Terminology3.1 GeneralDefinitions are in accordance with Terminolo-gies D883 and E631 and abbreviations with TerminologyD1600, unless otherwise indicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 camber, nnon-linearity of

    13、 the long axis of a panel.NOTE 2In the process of water jet, knife, saw, or rotary sheartrimming of a continuous panel, sidewards motion of the panel through thecutting medium can be induced by imbalances in the system. The resultingtrim cuts, although maintaining parallelism between the long sides,

    14、 may1This specification is under the jurisdiction of ASTM Committee D20 onPlastics and is the direct responsibility of Subcommittee D20.24 on Plastic BuildingProducts.Current edition approved Oct. 1, 2012. Published November 2012. Originallyapproved in 1992. Last previous edition approved in 2008 as

    15、 D5319 97(2008).DOI: 10.1520/D5319-12.2For 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.3The last approved vers

    16、ion of this historical standard is referenced onwww.astm.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1describe a continuous curve, rather than a straight line alo

    17、ng the long axisof the panel. Imbalances in side-to-side cure rates or material distributionmay also produce this phenomenon. This curvature of the long axis maycreate problems with installation of the panel. Limits are placed on thedegree of non-linearity to minimize those problems.4. Classificatio

    18、n4.1 The panels covered by this specification are divided intofour classifications based on relative response to the laboratoryflammability of Test Method E84.4.1.1 Class AFlame spread index 0 to 25, smoke devel-opment index of 450 or less.4.1.2 Class BFlame spread index 26 to 75, smoke devel-opment

    19、 index of 450 or less.4.1.3 Class CFlame spread index 76 to 200, smokedevelopment index of 450 or less.4.1.4 Class DGeneral purpose, no flame spread or smokedevelopment indices.NOTE 3Refer to 1.3 on flammability testing and fire hazard classifi-cation.4.2 These classifications may be further subdivi

    20、ded intogrades based on nominal thickness when tested in accordancewith 8.4:4.2.1 Grade 10.027 to 0.033 in. (0.69 to 0.84 mm); 0.030in. nominal (0.76 mm).4.2.2 Grade 20.036 to 0.044 in. (0.91 to 1.12 mm); 0.040in. nominal (1.02 mm).4.2.3 Grade 30.040 to 0.050 in. (1.02 to 1.27 mm); 0.045in. nominal

    21、(1.14 mm).4.2.4 Grade 40.054 to 0.066 in. (1.37 to 1.68 mm); 0.060in. nominal (1.52 mm).4.2.5 Grade 50.067 to 0.083 in. (1.70 to 2.11 mm); 0.075in. nominal (1.91 mm).4.2.6 Grade 60.081 to 0.099 in. (2.06 to 2.51 mm); 0.090in. nominal (2.29 mm).4.2.7 Grade 70.108 to 0.132 in. (2.74 to 3.35 mm); 0.120

    22、in. nominal (3.05 mm).4.3 Within the classification of grade and class of compositepanel described in this specification are commercial productswith the following variations as agreed upon between thepurchaser and manufacturer.4.3.1 Size (Length and Width)The nominal sizes availableare 23.75 in. (60

    23、3.25 mm) to 120 in. (3048 mm) in width and47.75 in. (1212.85 mm) to 500 continuous feet of coil stock(152 m) in length.4.3.2 ThicknessThe nominal thicknesses available are0.0303 in. (0.77 mm) to 0.120 in. (3.05 mm).4.3.3 ColorRefer to manufacturers literature for therange of colored product availabl

    24、e.4.3.4 SurfaceThe two most popular surfaces available aretextured and smooth.5. Materials5.1 The polyester resin used in the composite shall be athermosetting polyester resin with cross-linking monomerscomposed of polymeric esters in which the recurring estergroups are an integral part of the main

    25、polymer chain. The resinshall be reinforced with glass fibers. The polyester resin maycontain additives for various purposes, such as additives toprovide lower smoke density or higher fire retardancy, catalystresidues, stabilizers, pigments, dyes, filters, or other types ofreinforcing fibers.6. Phys

    26、ical Properties6.1 Size (Length and Width)Tolerance for nominal lengthand width specified shall be 60.25 in. (6.35 mm). Panellengths over 12 ft (3.7 m) shall have a tolerance of 60.5 in.(12.7 mm) when measured in accordance with 8.2.6.2 SquarenessPanels shall be within 0.125 in. (3.18 mm)of square w

    27、hen measured in accordance with 8.3.6.3 ThicknessTolerance on the specified thickness shall bewithin 610 % when determined in accordance with 8.4.6.4 CamberTolerance on camber shall be 60.25 in. (6.35mm) when determined in accordance with 8.5.6.5 ColorColor shall be as specified by the purchaser and

    28、uniform throughout the sheet when examined in accordancewith 8.6.6.6 Impact ResistanceImpact resistance shall be as agreedupon between the purchaser and manufacturer prior to pur-chase.6.7 Ignition PropertiesAll panels shall have a minimumself-ignition temperature of 650F (343C) when tested inaccord

    29、ance with Test Method D1929.6.8 All composite wall and ceiling liners shall have a USDAacceptance for incidental food contact.7. Workmanship7.1 The composite shall conform to the nominaldimensions, shall be fully cured, and shall not contain majorvisual cracks, pinholes, foreign inclusions, or surfa

    30、ce wrinklesthat would impact or otherwise affect serviceability.8. Test Methods8.1 ConditioningCondition the test specimens in accor-dance with ProcedureAof Method D618 where conditioning isrequired.8.2 Length and WidthLay the panel on the flat surface andmeasure with a steel tape. Measure the lengt

    31、h on both sides andthe center to the nearest 0.0625 in. (1.59 mm) and average thethree measurements. Measure the width at each end and in thecenter to the nearest 0.0625 in. and average the three measure-ments.8.3 SquarenessAny type of jig that has two rails perpen-dicular to one another, each lengt

    32、h at least equal to the lengthof the side of the panel in contact with the rail, may be used todetermine squareness. Place the panels in the jig so that thelongest edge of the panel touches the horizontal rail along theentire length, and the vertical edge (shorter edge) touches thevertical rail at s

    33、ome point along the entire length. Measure themaximum distance between the vertical rail and the short edgeof the panel at the corner opposite the one touching the rail.Measure to the nearest 0.0625 in. (1.6 mm). Rotate the panel180 on the axis perpendicular to the face of the panel andrepeat the te

    34、st.D5319 1228.4 ThicknessThickness readings shall be taken every 6in. (152 mm) across the width and along the length of thepanel. Measurements shall be taken with a large footmicrometer, having an anvil size of 0.5 in. (12.7 mm) mini-mum and accurate to 0.0001 in. (0.003 mm). Refer to TestMethods D3

    35、74. Average all measurements for a final value.8.5 CamberLay the longest edge of the panel beside astraightedge on a flat surface with both ends touching thestraight edge. If necessary, rotate the panel 180. Measure thegreatest distance between the panel and the straightedge to thenearest 0.0625 in.

    36、 (1.59 mm).8.6 ColorExamine the panel visually from a distance of10 ft (3 m) for color uniformity. Color tolerance may bechecked using outdoor lighting or, in critical applications, acolorimeter using the Hunter L, a, b scale. Refer to TestMethod D2244. Color tolerance shall be agreed upon betweenth

    37、e purchaser and manufacturer.8.7 Impact ResistanceImpact resistance shall be in accor-dance with Test Method D3029, Method G. Impact resistanceshall be agreed upon between the purchaser and manufacturer.8.8 Burning CharacteristicsDetermine burning character-istics and smoke development values in acc

    38、ordance with TestMethod E84.9. Inspection9.1 Inspection and quality levels of the panels shall be asagreed upon between the purchaser and manufacturer.10. Retest and Rejection10.1 If any panel fails to meet the agreed uponrequirements, a second set of specimens may be taken forretesting to establish

    39、 conformity in accordance with the agree-ment.11. Certification11.1 Manufacturers shall supply certification of compliancewith this specification in the form of a statement appended oraffixed to invoices, or of labels affixed to panels or towrappings, or other means agreed upon between the purchaser

    40、and manufacturer. In any form, the certification shall state asfollows:11.1.1 The name of the manufacturer,11.1.2 The fact of conformance with this specification bynumber designation: ASTM D5319,11.1.3 The nominal weight per square foot (square metre) ornominal thickness,11.1.4 Type, and11.1.5 Grade

    41、.12. Packaging and Package Marking12.1 PackagingThe panels shall be packed in containersso constructed as to ensure acceptance by common or othercarriers for safe transportation to the point of delivery.12.2 Marking:12.2.1 Shipping containers shall be marked as agreed uponbetween the purchaser and m

    42、anufacturer.12.2.2 Labels on individual panels shall include Specifica-tion D5319, type, and grade.13. Keywords13.1 building construction; composite panels glass-fiber-reinforced polyester; laminates; wall and ceiling panelsAPPENDIX(Nonmandatory Information)X1. SUPPLEMENTARY INFORMATIONX1.1 Chemical

    43、 ResistanceGenerally, glass-fiberreinforced polyester plastic panels will provide satisfac-tory service for long periods of time. However, exposure tochemical atmospheres may cause greater color change andgreater fiber exposure than exposure to normal conditions.Since it is impossible to describe al

    44、l of the possible conditionsof exposure to chemical atmospheres, it is recommended thatspecific exposure conditions be discussed with the panelmanufacturer prior to purchase.X1.2 Impact ResistanceWork is presently underway todevelop a test method for impact resistance. Since there aremany methods in

    45、 determining the impact resistance of glass-fiber-reinforced polyester plastic panels, it is recommendedthat Test Method D3029, Method G, be used and the values beTABLE X1.1 Typical Physical Properties for Interior Wall andCeiling LinerAProperty ValueB, psiASTM TestMethodFlexural strength 8 000 to 1

    46、0 000 D790Flexural modulus 0.3 to 0.5 106D790Tensile strength 6 000 to 8 000 D638Compressive strength 13 000 to 16 000 D695AThis table is for reference purposes only. The values shown in Table X1.1 reflectthe typical performance criteria for application on smooth solid-wall surfaces, forexample, pla

    47、ster, gypsum board, poured concrete, concrete block, etc. Specializedapplications may require values other than those stated in Table Table X1.1. Forexample, interior liner for cold storage may require higher values to minimizepossible product failure in extreme conditions.BFor specific product valu

    48、es, refer to the manufacturers published literature. Allpublished physical property data shall report the test methods used to obtain thespecific data.D5319 123agreed upon between the purchaser and manufacturer prior topurchase until the new method is developed.X1.3 Installation PracticeThe method o

    49、f installation hasa bearing on the performance of the composite in use. Consultthe manufacturers recommendation for their products. Inaddition, a document Fiber Glass Reinforced Panel CouncilInstallation Guide for On-Site Application of Wall and CeilingPanels4may be used.X1.4 Physical PropertiesSee Table X1.1.SUMMARY OF CHANGESCommittee D20 has identified the location of selected changes to this standard since the last issue(D531997(2008) that may impact the use of this standard.(1) Removed D4968 reference in Section 2.Committee D


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