ASTM D5319-1997(2001) Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels《玻璃纤维增强聚酯墙和顶棚镶板的标准规范》.pdf

1、Designation: D 5319 97 (Reapproved 2001)An American National StandardStandard Specification forGlass-Fiber Reinforced Polyester Wall and Ceiling Panels1This standard is issued under the fixed designation D 5319; the number immediately following the designation indicates the year oforiginal adoption

2、or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope *1.1 This specification covers the classification, materials ofconstruction, wo

3、rkmanship, physical requirements, 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 p

4、rovided in Ap-pendix 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 E 84 andD 1929) applicable to this specification should be used tom

5、easure and describe the 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 intoa

6、ccount all of the factors 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 per

7、form in the intended application. 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 pa

8、rentheses are providedfor 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 purp

9、ort 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.NOTE 1There are no ISO standards covering the

10、subject matter of thisspecification.2. Referenced Documents2.1 ASTM Standards:D 374 Test Methods for Thickness of Solid Electrical Insu-lation2D 618 Test Methods for Thickness of Solid ElectricalInsulation3D 883 Terminology Relating to Plastics3D 1600 Terminology of Abbreviated Terms Relating toPlas

11、tics3D 1929 Test Method for Determining Ignition Temperatureof Plastics3D 2244 Test Method for Calculation of Color Differencesfrom Instrumentally Measured Color Coordinates4D 3029 Test Method for Impact Resistance of Flat RigidPlastic Specimens by Means of a Tup (Falling Weight)5D 3841 Specificatio

12、n for Glass-Fiber-Reinforced PolyesterPlastic Panels6D 3892 Practice for Packaging/Packing of Plastics5E 84 Test Method for Surface Burning Characteristics ofBuilding Materials7E 631 Terminology of Building Constructions83. Terminology3.1 GeneralDefinitions are in accordance with Terminolo-gies D 88

13、3 and E 631 and abbreviations with TerminologyD 1600, unless otherwise indicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 camber, nnon-linearity of the long axis of a panel.NOTE 2In the process of water jet, knife, saw, or rotary sheartrimming of a continuous panel, sidewards motion

14、of the panel through thecutting medium can be induced by imbalances in the system. The resultingtrim cuts, although maintaining parallelism between the long sides, may1This specification is under the jurisdiction of ASTM Committee D-20 onPlastics and is the direct responsibility of Subcommittee D20.

15、24 on Plastic BuildingProducts.Current edition approved April 10, 1997. Published November 1997. Originallypublished as D 5319 92. Last previous edition D 5319 92.2Annual Book of ASTM Standards, Vol 10.01.3Annual Book of ASTM Standards, Vol 08.01.4Annual Book of ASTM Standards, Vol 06.01.5Annual Boo

16、k of ASTM Standards, Vol 08.02.6Annual Book of ASTM Standards, Vol 08.04.7Annual Book of ASTM Standards, Vols 04.07.8Annual Book of ASTM Standards, Vol 04.11.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Cons

17、hohocken, PA 19428-2959, United States.describe a continuous curve, rather than a straight line along 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

18、 panel. Limits are placed on thedegree of non-linearity to minimize those problems.4. Classification4.1 The panels covered by this specification are divided intofour classifications based on relative response to the laboratoryflammability of Test Method E 84.4.1.1 Class AFlame spread index 0 to 25,

19、smoke devel-opment index of 450 or less.4.1.2 Class BFlame spread index 26 to 75, smoke devel-opment 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 f

20、lammability testing and fire hazard classifi-cation.4.2 These classifications may be further subdivided 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

21、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 (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

22、.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); 0.120in. 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 the

23、purchaser and manufacturer.4.3.1 Size (Length and Width)The nominal sizes availableare 23.75 in. (603.25 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

24、 in. (3.05 mm).4.3.3 ColorRefer to manufacturers literature for therange of colored product available.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 monom

25、erscomposed of polymeric esters in which the recurring estergroups are an integral part of the main 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,

26、 catalystresidues, stabilizers, pigments, dyes, filters, or other types ofreinforcing fibers.6. Physical 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

27、 measured in accordance with 8.2.6.2 SquarenessPanels shall be within 0.125 in. (3.18 mm)of square when measured in accordance with 8.3.6.3 ThicknessTolerance on the specified thickness shallbe within 610 % when determined in accordance with 8.4.6.4 CamberTolerance on camber shall be 60.25 in. (6.35

28、mm) when determined in accordance with 8.5.6.5 ColorColor shall be as specified by the purchaser anduniform 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 Pr

29、opertiesAll panels shall have a minimumself-ignition temperature of 650F (343C) when tested inaccordance with Test Method D 1929.6.8 All composite wall and ceiling liners shall have a USDAacceptance for incidental food contact.7. Workmanship7.1 The composite shall conform to the nominal dimen-sions,

30、 shall be fully cured, and shall not contain major visualcracks, pinholes, foreign inclusions, or surface wrinkles thatwould impact or otherwise affect serviceability.8. Test Methods8.1 ConditioningCondition the test specimens in accor-dance with Procedure A of Method D 618 where conditioningis requ

31、ired.8.2 Length and WidthLay the panel on the flat surface andmeasure with a steel tape. Measure the length 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 thre

32、e measure-ments.8.3 SquarenessAny type of jig that has two rails perpen-dicular to one another, each length 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

33、horizontal rail along theentire length, and the vertical edge (shorter edge) touches thevertical rail at some 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.

34、0625 in. (1.6 mm). Rotate the panel180 on the axis perpendicular to the face of the panel andrepeat the test.8.4 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 foot microme-ter, having an anvi

35、l size of 0.5 in. (12.7 mm) minimum andD 53192accurate to 0.0001 in. (0.003 mm). Refer to Test MethodsD 374. 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 th

36、e panel 180. Measure thegreatest distance between the panel and the straightedge to thenearest 0.0625 in. (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

37、using the Hunter L, a, b scale. Refer to TestMethod D 2244. Color tolerance shall be agreed upon betweenthe purchaser and manufacturer.8.7 Impact ResistanceImpact resistance shall be in accor-dance with Test Method D 3029, Method G. Impact resistanceshall be agreed upon between the purchaser and man

38、ufacturer.8.8 Burning CharacteristicsDetermine burning character-istics and smoke development values in accordance with TestMethod E 84.9. 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

39、 fails to meet the agreed upon require-ments, a second set of specimens may be taken for retesting toestablish conformity in accordance with the agreement.11. Certification11.1 Manufacturers shall supply certification of compliancewith this specification in the form of a statement appended oraffixed

40、 to invoices, or of labels affixed to panels or towrappings, or other means agreed upon between the purchaserand 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 D

41、5319,11.1.3 The nominal weight per square foot (square metre) ornominal thickness,11.1.4 Type, and11.1.5 Grade.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

42、 of delivery.12.2 Marking:12.2.1 Shipping containers shall be marked as agreed uponbetween the purchaser and manufacturer.12.2.2 Labels on individual panels shall include Specifica-tion D 5319, type, and grade.13. Keywords13.1 building construction; composite panels glass-fiber-reinforced polyester;

43、 laminates; wall and ceiling panelsAPPENDIX(Nonmandatory Information)X1. SUPPLEMENTARY INFORMATIONX1.1 Chemical ResistanceGenerally, glass-fiberreinforced polyester plastic panels will provide satisfac-tory service for long periods of time. However, exposure tochemical atmospheres may cause greater

44、color change andgreater fiber exposure than exposure to normal conditions.Since it is impossible to describe all 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 Res

45、istanceWork is presently underway todevelop a test method for impact resistance. Since there aremany methods in determining the impact resistance of glass-fiber-reinforced polyester plastic panels, it is recommendedthat Test Method D 3029, Method G, be used and the values beagreed upon between the p

46、urchaser and manufacturer prior topurchase until the new method is developed.X1.3 Installation PracticeThe method of installation hasa bearing on the performance of the composite in use. Consultthe manufacturers recommendation for their products. Inaddition, a document Fiber Glass Reinforced Panel C

47、ouncilInstallation Guide for On-Site Application of Wall and CeilingPanels8may be used.X1.4 Physical PropertiesSee Table X1.1.TABLE X1.1 Typical Physical Properties for Interior Wall andCeiling LinerAProperty ValueB, psiASTM TestMethodFlexural strength 8 000 to 10 000 D 790Flexural modulus 0.3 to 0.

48、5 3 106D 790Tensile strength 6 000 to 8 000 D 638Compressive strength 13 000 to 16 000 D 695AThis table is for reference purposes only. The values shown in Table X1.1reflect the typical performance criteria for application on smooth solid-wall sur-faces, for example, plaster, gypsum board, poured co

49、ncrete, concrete block, etc.Specialized applications may require values other than those stated in Table TableX1.1. For example, interior liner for cold storage may require higher values tominimize possible product failure in extreme conditions.BFor specific product values, refer to the manufacturers published literature. Allpublished physical property data shall report the test methods used to obtain thespecific data.D 53193SUMMARY OF CHANGESCommittee D-20 has identified the location of the following changes to this specification since th