ASTM C659-1990(2014) Standard Specification for Asbestos-Cement Organic-Foam Core Insulating Panels《石棉水泥有机塑料泡沫夹心绝热厚板的标准规格》.pdf

《ASTM C659-1990(2014) Standard Specification for Asbestos-Cement Organic-Foam Core Insulating Panels《石棉水泥有机塑料泡沫夹心绝热厚板的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM C659-1990(2014) Standard Specification for Asbestos-Cement Organic-Foam Core Insulating Panels《石棉水泥有机塑料泡沫夹心绝热厚板的标准规格》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C659 90 (Reapproved 2014)Standard Specification forAsbestos-Cement Organic-Foam Core Insulating Panels1This standard is issued under the fixed designation C659; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、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 specification covers asbestos-cement plastic-foamcore panels consisting of a core of insulating cellular plast

3、icsandwiched between and bonded to two sheets of asbestos-cement facing board. Asbestos-cement plastic-foam core pan-els are normally nonload-bearing panels designed for exteriorand interior walls, partitions, curtain walls, and other insulationand decorative purposes.1.2 All measurements and tests

4、necessary for determiningthe conformity of asbestos-cement plastic-foam core panelswith this specification are made in accordance with the testmethods covered in Sections 6 and 10.1.3 The values stated in SI units are to be regarded as thestandard. The values stated in parentheses are provided forin

5、formation only.1.4 WarningBreathing of asbestos dust is hazardous.Asbestos and asbestos products present demonstrated healthrisks for users and for those with whom they come into contact.In addition to other precautions, when working with asbestos-cement products, minimize the dust that results. For

6、 informa-tion on the safe use of chrysoltile asbestos, refer to “Safe Useof Chrysotile Asbestos: A Manual on Preventive and ControlMeasures.”21.5 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

7、 to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use. See for a specifichazard warning.2. Referenced Documents2.1 ASTM Standards:3C220 Specification for Flat Asbestos-Cement SheetsC236 Test Method for Steady-State Thermal Perf

8、ormance ofBuilding Assemblies by Means of a Guarded Hot Box(Withdrawn 2001)4C355 Test Methods for Water Vapor Transmission of ThickMaterials; Replaced by E 96 (Withdrawn 1982)4D2341 Specification for Rigid Urethane Foam (Withdrawn1988)4E96/E96M Test Methods for Water Vapor Transmission ofMaterials2.

9、2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Agencies)52.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage53. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 flexural strength, nthe average breaking load innewtons (or lbf) of specimens condition

10、ed seven days at 23 62C and 50 6 10 % relative humidity, loaded as simple beanswith the load applied equally and simultaneously at bothone-third points of the span.3.1.2 thermal resistance, Rof a panel, the difference intemperature which will develop under a given steady state heatflow between two p

11、arallel unit area surfaces for a givenmaterial thickness.4. Materials and Manufacture4.1 Asbestos-cement plastic-foam core sandwich panelsshall be composed of a plastic-foam core sandwiched between1This specification is under the jurisdiction of ASTM Committee C17 onFiber-Reinforced Cement Products

12、and is the direct responsibility of C17.03 onAsbestos - Cement Sheet Products and Accessories.Current edition approved Dec. 1, 2014. Published December 2014. Originallyapproved in 1970. Last previous edition approved in 2008 as C659 90(2008). DOI:10.1520/C0659-90R14.2Available from The Asbestos Inst

13、itute, http:/ 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.4The last approved version of this historical standa

14、rd is referenced onwww.astm.org.5Available from Standardization Documents, Order Desk, Bldg. 4, Section D,700 Robbins Ave., Philadelphia, PA 19111-5094. Attn: NPODS.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1and bonded to two asb

15、estos-cement facing sheets. The sheetsmay be supplied with a factory-applied finish, a factory primecoat, or uncoated. In order to provide a balanced panel andprevent field warpage, the two asbestos-cement facings shouldhave essentially equal vapor transmission rates.5. Physical Properties5.1 Facing

16、sAsbestos-cement facing sheets shall conformto the requirements for Type F of Specification C220 for3.2-mm (18-in.) thickness.5.2 CoreThe plastic-foam core as well as pertinent gradeor type classification shall be as agreed upon by the purchaserand seller. If Urethane is used, it shall conform to th

17、erequirements of Specification D2341.5.3 Strength PropertiesThe average breaking load forpanel specimens conditioned for seven days at 23 6 2C (70 to77F) and 50 6 10 % relative humidity shall not be less thanthat shown in Table 1.5.4 Vapor PermeabilityThe vapor permeance of the com-posite panel is d

18、ependent not only on the foam core, but on theadhesive, facing sheets, and the coating on such facings. Thevapor permeabilities shown in Table 2 are typical values for thecore materials and are not restrictive values for the compositepanel.5.5 Thermal Resistance, RThe average thermal resistance,R, =

19、 5 Fft = 2h Btu (Km = 2 W) = 6 of the panel shall notbe less than the requirements in Table 3.5.6 Adhesive Line BondThe bond of the glue line shallwithstand weather exposure and have such quality that speci-mens in the flexural strength test fail within the core board andnot at any of the glue lines

20、.6. Dimensional Measurements6.1 SignificanceThese are routine measurements for thepurpose of determining whether the length and width of theindividual units are as ordered, to ensure that they fit togetherproperly in application, and to determine the uniformity of thespecified thickness.6.2 Procedur

21、eMeasure each test specimen for thickness,using a micrometer caliper having flat anvils approximately 6.4mm (14 in.) in diameter and reading to 0.0254 mm (0.001 in.).Make four measurements on each specimen at the approximatemidpoint of each edge of the specimen, and at least 12.7 mm(12 in.) in from

22、the edge. Average the four measurements, andrecord as the specimen thickness.7. Dimensions, Mass, and Permissible Variations7.1 Asbestos-cement plastic-foam core panels are normallysupplied in the commercial dimensions given in Table 4.However, because of the frequent use of other thicknesses, thesc

23、ope of this specification is not limited to only the morecommon thicknesses.7.2 Permissible Variation in Dimensions:7.2.1 ThicknessThe permissible variation of any indi-vidual panel from the nominal thickness shall be 61.2 mm (364in.).7.2.2 Width and LengthThe permissible variation of anyindividual

24、panel from the nominal length and width shall be63.2 mm (18 in.) and 61.6 mm (116 in.), respectively, asmeasured after 48 h at 23 6 2C (70 to 77F) and 50 6 5%relative humidity.7.2.3 SquarenessThe deviation from squareness shall notexceed 1.3 mm/m (164 in./ft) of width or length. The recom-mended too

25、ls for measuring squareness are a feeler gage andmetal carpenter square.8. Workmanship, Finish, and Appearance8.1 WorkmanshipPanels shall have a commercially ac-ceptable surface on both sides and be free of major defects thatwill impair appearance, erection, use, or serviceability.8.2 FinishThe surf

26、ace on both sides of the panel may besmooth, grained, granuled, coated, or otherwise textured asspecified by the purchaser.8.3 ColorBoth surfaces of the panel will be the naturalcolor of the asbestos-cement product or may be colored by theaddition of mineral pigments, chemical impregnation, pig-ment

27、ed coatings, veneers, or embedded mineral granules asspecified by the purchaser.9. Sampling9.1 Select at random a number of panels from each ship-ment or fraction thereof representing a product of the samekind. The following table shows the number of panels to beselected from shipments of various si

28、zes:TABLE 1 Flexural Strength Requirements For PanelsWith Third-Point LoadingNominal Thickness Minimum Flexural Loadmm (in.) N (lbf)25 (1) 1330 (300)40 (1916) 1870 (420)40 (2) 2270 (510)TABLE 2 Vapor PermeabilityPermeability of Coreperm-in. (kg/Pasm)PolystyreneUrethane5.0 (7.3 1012)2.0 (2.9 1012)TAB

29、LE 3 Thermal Resistance, RNominalThickness, in.R value at 75F, (24C), meanTemperature, min. Fft2h/Btu(Km2/W)Panel Core Polystyrene Urethane134 2.70 (0.48) 4.35 (0.76)1916 1516 4.76 (0.84) 7.69 (1.35)2134 6.25 (1.10) 10.0 (1.75)TABLE 4 Standard SizesLength, ft (m) 6, 8, 9, 10, 12 (1.83, 2.44, 2.74, 3

30、.05, 3.66)Width, ft (m) 4 (1.22)Thickness, in. (mm) 1, 1916, 2 (25, 40, 51)C659 90 (2014)2Number of Panels Number ofin Shipment Samples500 and under 3501 to 1000 51001 to 1728 61729 to 2744 72745 to 4096 84097 to 5832 95833 to 8000 1010. Test Methods10.1 Flexural Strength:10.1.1 ProcedureCut two spe

31、cimens 305 by 760 mm (12by 30 in.), from each panel to be tested, with the longdimension of the samples parallel to the long dimension of thepanel. Condition each specimen for seven days at 23 6 2C (70to 77F) and 50 6 10 % relative humidity. Determine theflexural strength of each specimen by placing

32、 the specimen onsupports that do not exert longitudinal constraint (rocker-typebearing edges or rollers witha3mm(18 in.) minimum and a13 mm (12 in.) maximum radius) and applying the load equallyand simultaneously at both one-third points of the span throughsimilar edges bearing against either surfac

33、e of the specimen.The test span shall be 610 6 1.6 mm (24 6116 in.) and the loadline and supports shall be parallel. Increase the load applied ata uniform rate to produce a failure of the specimen in 1 to 2min. The error in the load reading shall not exceed 1 % of themaximum load. Report the flexura

34、l strength as the averagebreaking load, in newtons (or pounds-force), for all thespecimens tested.10.1.2 Warningsee .10.2 Vapor Permeability:10.2.1 SignificanceThe purpose of this test method is toobtain, by means of simple apparatus, reliable values inuniform units of measurement for the rate of wa

35、ter-vaportransmission of insulating and related materials. These valuesare for use in design, manufacture, and marketing. Correlationof test values with any given use must be determined byexperience.10.2.2 ProcedureTest asbestos-cement plastic-foam coreinsulating panels in accordance with the Desicc

36、ant Methodgiven in Test Methods C355.10.3 Thermal Resistance, R:10.3.1 ProcedureTest asbestos-cement plastic-foam coreinsulating panels in accordance with Test Method C236.Thermal resistance is calculated as the reciprocal of thermalconductance.11. Inspection and Certification11.1 Inspection and cer

37、tification of the material shall be asagreed upon by the purchaser and seller as part of the purchasecontract.12. Packaging and Package Marking12.1 Commercial QuantitiesThe commercial unit for mar-keting flat panels is the square foot. Table 4 lists sizes generallyavailable commercially.12.2 Commerc

38、ial PackagingAsbestos-cement plastic-foam core panels shall be so shipped as to ensure acceptance bycommon carrier. There is no standard package. The material isusually shipped in bulk, but may be crated when so specifiedby the purchaser.12.3 StorageAsbestos-cement plastic-foam core panelsshould be

39、piled on sufficiently firm supports that will keep thepanels level and flat. The panels shall be piled with the edgessquare and flush, and covered to provide protection from theweather until used.SUPPLEMENTARY REQUIREMENTSThe following supplementary requirements shall apply when material is supplied

40、 under thisspecification for U.S. Government procurement.S1. PackagingS1.1 Unless otherwise specified in the contract, the materialshall be packaged in accordance with the producers standardpractice which will be acceptable to the carrier at lowest rates.Containers and packing shall comply with Unif

41、orm FreightClassification Rules6or National Motor Freight ClassificationRules.7Marking for shipment of such material shall be inaccordance with Fed. Std. No. 123 for civil agencies andMIL-STD-129 for military agencies.S2. Responsibility for InspectionS2.1 Unless otherwise specified in the contract o

42、r purchaseorder, the producer is responsible for the testing of all materialto assure compliance with the requirements specified herein.Except as otherwise specified in the contract or order, theproducer may use his own or any other suitable facilities for theperformance of the inspection and test r

43、equirements specifiedherein, unless disapproved by the purchaser. The purchasershall have the right to perform any of the inspections and testsset forth in this specification where such inspections aredeemed necessary to assure that material conforms to pre-scribed requirements.6Available from The U

44、niform Classification Commission, Room 1106, 222 S.Riverside Plaza, Chicago, IL 60606.7Available from National Motor Freight Inc., 1616 P. St., N.W., Washington, DC20036.C659 90 (2014)3ASTM International takes no position respecting the validity of any patent rights asserted in connection with any i

45、tem mentionedin this standard. Users of this standard are expressly advised that determination of the validity 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 co

46、mmittee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments 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

47、 meeting of theresponsible technical committee, which you may attend. If you feel that your comments have 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 Dri

48、ve, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple 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 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 90 (2014)4