ASTM D5664-17 Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber.pdf

《ASTM D5664-17 Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber.pdf》由会员分享，可在线阅读，更多相关《ASTM D5664-17 Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D5664 17Standard Test Method forEvaluating the Effects of Fire-Retardant Treatments andElevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber1This standard is issued under the fixed designation D5664; the number immediately following the designation indicates the

2、year oforiginal adoption or, in the case of 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. Scope1.1 This test method covers procedures for obtaining dat

3、a toassess the initial adjustments to allowable design stresses forlumber treated with candidate commercial fire-retardant (FR)formulations and further procedures for obtaining data toassess the effect of extended exposure to elevated temperatureof 66 6 2C (150 6 4F).1.2 This standard does not purpo

4、rt 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.1.3 This international standard was developed i

5、n accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2

6、.1 ASTM Standards:2D9 Terminology Relating to Wood and Wood-Based Prod-uctsD143 Test Methods for Small Clear Specimens of TimberD1165 Nomenclature of Commercial Hardwoods and Soft-woodsD3500 Test Methods for Structural Panels in TensionD4761 Test Methods for Mechanical Properties of Lumberand Wood-B

7、ase Structural MaterialD5516 Test Method for Evaluating the Flexural Properties ofFire-Retardant Treated Softwood Plywood Exposed toElevated TemperaturesD6841 Practice for Calculating Design Value TreatmentAdjustment Factors for Fire-Retardant-Treated LumberE84 Test Method for Surface Burning Charac

8、teristics ofBuilding MaterialsE176 Terminology of Fire Standards2.2 Other Standards:AWPA C20 LumberFire Retardant Treatment by PressureProcesses3NFPA 703 Standard for Fire Retardant Impregnated Woodand Fire Retardant Coatings for Building Materials4U.S. Product Standards PS 20 American Softwood Lumb

9、erStandard53. Terminology3.1 DefinitionsDefinitions used in this test method are inaccordance with Terminologies D9 and E176 and Nomencla-ture D1165.4. Summary of Test Method4.1 The general objectives of this test method are to developdata to adjust allowable design stresses of FR-treated lumberfor

10、the initial effects for the tested FR-formulation(s) and todevelop data on in-service thermal stability after extendedexposure to environmental conditions up to 66 6 2C (150 64F) and 50 % relative humidity.4.2 Procedure 1This procedure uses small clear speci-mens cut from end-matched nominal 2 by 4

11、(38 by 89-mm)dimension lumber (see Fig. 1) to compare the initial effects offire-retardant treatments to untreated controls for bending,tension parallel, compression parallel, and horizontal shearproperties.4.3 Procedure 2This procedure uses small clear speci-mens cut from end matched nominal 2 by 4

12、 (38 by 89-mm)1This test method is under the jurisdiction of ASTM Committee D07 on Woodand is the direct responsibility of Subcommittee D07.07 on Fire Performance ofWood.Current edition approved April 15, 2017. Published June 2017. Originallyapproved in 1995. Last previous edition approved in 2010 a

13、s D5664 10. DOI:10.1520/D5664-17.2For 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 American Woo

14、d Protection Association (AWPA), P.O. Box361784, Birmingham, AL 35236-1784, http:/.4Available from National Fire Protection Association (NFPA), 1 BatterymarchPark, Quincy, MA 02169-7471, http:/www.nfpa.org.5Available from American Lumber Standard Committee, Incorporated (ALSC),P.O. Box 210, Germanto

15、wn, MD 20875-0210, http:/www.alsc.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on

16、Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1dimension lumber. This second set of specimens is used toassess the differential trends between end-matched fire-retardant treated

17、and untreated specimens on bending andtension parallel properties over the course of a prolongedexposure to elevated temperature.4.4 Procedure 3The optional third procedure uses full-sized nominal 2 by 4 (38 by 89-mm) dimension lumber tomodify the small clear specimen results from 4.2 and 4.3 forsiz

18、e effects.5. Significance and Use5.1 The mechanical properties evaluated by this test methodprovide the following:5.1.1 Data for use in developing modification factors for theallowable design properties of fire-retardant treated lumberwhen used at or near room temperatures (see 6.3).5.1.2 Data for u

19、se in developing modification factors forallowable design properties of fire-retardant treated lumberwhen exposed to elevated temperatures and humidity (see 6.4).5.1.3 Data (optional) for use in modifying these factors forsize effects when fire-retardant treated lumber is used at or nearroom tempera

20、ture and when exposed to elevated temperaturesand humidity (see 6.5).5.2 Data from the first two procedures in this test method ofevaluation are indicative only for that species.NOTE 1The results of the three listed species (Southern pine, Douglasfir, and either white spruce or a Spruce/Fir mixture)

21、 are allowed to be usedtogether to make inference on untested wood species because the threetested species represent the full spectrum of expected treatability.5.3 Data from the optional third part of this three-partmethod of evaluation are indicative for all species because it isprimarily used to a

22、ssess size effects.6. Procedures6.1 Treatment:6.1.1 Pressure treat those pieces designated for treatmentwith the fire-retardant formulation being evaluated. The gageretention level of each charge shall not be less than themidpoint of the retention range as specified for the species bythe agency cert

23、ifying the flame spread index of the treatedlumber. The retention range specified by the certifying agencyshall provide a flame-spread index of 25 or less when tested inaccordance with Test Method E84 for 10 min, show noevidence of significant progression combustion when the test iscontinued for an

24、additional 20-min period and not allowprogression of the flame front beyond a distance of 3.2 m (10.5ft) beyond the centerline of the burners anytime during the30-min extended test.6.1.1.1 The provisions of 6.1.1 are not intended to preventuse of this test standard when the fire-retardant treatments

25、being certified are for applications other than those requiringconformance to AWPA C20, NFPA 703, or similar buildingcode requirements for “fire-retardant-treated wood” that re-quire the Test Method E84 test extended to 30 min. Whenalternative performance criteria for the treatment are beingcertifie

26、d, the test report on specimens of that treatment shallstate clearly the alternative performance criteria and that thetreatment retention was limited to that required for the alter-native performance criteria.6.1.2 Weigh all treated pieces before and immediately aftertreatment to determine the chemi

27、cal retention based on thesolution retained and the concentration of chemicals in thesolution. Complete a treating report for each charge of materialto document the treating cycle, times, pressures, gage retention,and piece retentions.6.2 Post-Treatment Drying:6.2.1 After pressure treatment, kiln dr

28、y the treated pieces toa maximum moisture content of 19 % following the standardredrying procedures established for the treatment and speciesby the manufacturer. Redry the treated pieces at the manufac-turers maximum specified dry bulb temperature with a minus2C (4F) tolerance for 21 h of the first

29、24-h period. For theremainder of the drying period, the tolerance shall be minus3C (5F). There is no upper limit on the redrying temperature.Sticker all test pieces to obtain proper air flow across bothsurfaces and to provide even drying.NOTE 2Research has shown that high kiln drying temperatures ca

30、nadversely affect the structural properties of wood products. TheAWPAandNFPAstandards for fire retardant treated wood products limit kiln dry bulbtemperatures.AWPAC20 requires that the dry bulb temperature of the kilnnot exceed 70C (160F) during any kiln drying of plywood treated withfire retardants

31、. In the case of exterior fire-retardants that require curing athigher temperatures, curing after the moisture content is 19 % or less ispermitted. However, such elevated curing temperatures must not exceed99C (210F) and the total curing time must not exceed 48 h. In NFPA703, the dry bulb temperatur

32、e must not exceed 70C (160F) until theaverage moisture content of the wood has dropped to 25 % or less.FIG. 1 Hypothetical Cutting Patterns to Obtain One Bending, TwoTension Parallel, One Compression Parallel, One Block Shear,and One Specific Gravity Block from Each 1.2-m (4-ft) LumberSpecimenD5664

33、172NOTE 3To establish the worst-case strength properties of treatedlumber, the laboratory must redry the test material within a small negativetolerance of the maximum temperature used by the manufacturer.Therefore, there is no upper limit for the temperature used in the tests. Ifa manufacturer desir

34、es to establish conservative property values orprovide a basis for evaluating production material that exceeds the limit,the test material can be redried at that temperature. A manufacturer then isallowed to determine the necessary production schedule for their treatmentand equipment or conditions.

35、Thus, a stepped schedule (for example, 10 hat 54C (130F), 10 h at 60C (140F); 10 h at 71C (160F), etc.) isallowed by the standard, provided the maximum temperature tolerancerequirement is met. These provisions provide for air-drying productionmaterial provided the redry conditions in the tests are w

36、ithin the toleranceof the maximum temperature specified by the manufacturer.6.2.2 Monitor the moisture content of the test pieces duringthe drying cycle by individually weighing representativepieces. Keep a well-documented kiln charge report and kilnrecorder chart showing dry and wet bulb temperatur

37、es duringthe redrying period.6.3 Procedure 1The first procedure presents a methodol-ogy using small clear wood specimens to assess the initialeffect of fire-retardant treatment on median mechanical prop-erties. The results are used to adjust the allowable designstresses of lumber based on estimates

38、of median reductions inbending, tension parallel, compression parallel, and horizontalshear properties using small clear specimens cut from largerend-matched dimension lumber specimens.6.3.1 For each species/species grouping (Southern pine,Douglas fir, and either white spruce or a Spruce/Fir mixture

39、),twenty five (25) 2.44m (8ft) long, high-grade nominal 2 by4s (38 by 89 mm) shall be obtained and cut into 1.22m (4ft)halves. Each specimen shall be marked to identify it with itsmatched-sister(s) specimen(s). For each specimen, one 1.22-m(4ft) half shall be randomly allotted to remain untreated an

40、dthe other half assigned to be treated with the candidatefire-retardant treatment and each half shall be appropriatelymarked.NOTE 4A Spruce/Fir mixture can be obtained by obtaining CanadianSpruce-Pine-Fir and removing the Lodgepole pine and Jack pine, whichcan be visually segregated from the remaini

41、ng spruces and firs of thisspecific species group. The Lodgepole pine and Jack pine have numerouslongitudinal resin canals that are generally quite evenly distributed in theouter portion of every growth ring. In the four spruces (Black, Engelmann,Red, and White), the longitudinal resin canals are ge

42、nerally sparse. In thetwo firs (Alpine and Balsam), the longitudinal resin canals are normallyabsent.NOTE 5High Grade is a relative term, but some latitude is requiredbecause it is a common industry practice to group grades for somespecies/species groupings into “and better” categories. If available

43、, SelectStructural often is desirable because it provides an adequate yield of smallclear specimens. The initial use of 30 specimens will usually ensure 25acceptable specimens when using lower grades which have lower yields.6.3.2 After treating and redrying are completed, each treatedand untreated n

44、ominal 2 by 4 (38 by 89-mm) piece shall be cutinto small clear specimens as shown in Fig. 1. Care shall betaken to avoid cutting specimens containing strength-reducingcharacteristics such as knots, cross-grain, or slope-of-grain inexcess of 1 in 12. When cutting small test specimens, anoriginal wide

45、 surface shall remain unmachined and eachspecimen shall later be tested so that this surface is exposed tothe greater stress during that particular mechanical test. Eachend-matched treated and untreated specimen shall be testedwith the same relative surfaces in tension and compression.Tension parall

46、el specimens shall be machined as shown in Fig.2. Horizontal shear specimens shall be machined as shown inFig. 3.6.3.3 After cutting, all specimens (treated and untreated)shall be equilibrated to constant weight at 22 + 5C (72 + 9F)and65+1%relative humidity.6.3.4 Appropriate treated and untreated sp

47、ecimens shall bealternately tested in bending, compression parallel, and hori-zontal shear using Test Methods D143 and tension parallelusing Test Methods D3500, but with the exceptions listed inTable 1.6.4 Procedure 2For each species (Southern pine, Douglasfir and white spruce, four sets of 25 end-m

48、atched treated anduntreated small clear bending and tension parallel specimensshall be cut from at least 25 nominal 2 by 4 (38 by 89 mm)2.44-m (8-ft) long pieces. These specimens shall be used toassess the differential effects of exposure to elevated tempera-ture between untreated and FR-treated cle

49、ar wood specimens.6.4.1 One set of 25 FR-treated and untreated specimens ofeach species shall be used as an unexposed control (that is, 0days of exposure).FIG. 2 Dimensions of the Modified Tension Parallel to GrainSpecimen Using Test Methods D3500D5664 1736.4.2 Three FR-treated and untreated groups of 25 speci-mens of each species shall be exposed in a controlled environ-ment of 66 + 2C (150 + 4F) and 50 % relative humidity.6.4.3 One treated and one untreated group of 25 shall bewithdrawn after 36 +3, 72 +3