ASTM D5456-2014b red 2356 Standard Specification for Evaluation of Structural Composite Lumber Products《评估结构复合木制品标准规范》.pdf

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1、Designation: D5456 14aD5456 14bStandard Specification forEvaluation of Structural Composite Lumber Products1This standard is issued under the fixed designation D5456; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last

2、 revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.INTRODUCTIONStructural composite lumber is intended for use as an engineering material for a variety of end-useapplications. The compo

3、sition of the lumber varies by wood species, adhesive composition, woodelement size, shape, and arrangement. To provide the intended performance, composite lumberproducts require: (1) an evaluation of the mechanical and physical properties and their response toend-use environments, and (2) establish

4、ment of and conformance to standard performance specifica-tions for quality.Procedures contained in this specification are also to be used for establishing the design propertiesand for checking the effectiveness of property assignment and quality assurance procedures.The quality assurance sections i

5、n this specification are intended to serve as a basis for designingquality-control programs specific to each product. The objective is to ensure that design valuesestablished in the qualification process are maintained.This specification is arranged as follows:SectionQualification 6Determination of

6、Allowable DesignStresses7Independent Inspection 8Quality Assurance 101. Scope1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification covers bothspecific procedures and statements of intent that sampling and analysis must relate to the specific

7、product.1.2 This specification was developed in the light of currently manufactured products as defined in 3.2. Materials that do notconform to the definitions are beyond the scope of this specification. A brief discussion is found in Appendix X1X2.1.3 Details of manufacturing procedures are beyond

8、the scope of this specification.NOTE 1There is some potential for manufacturing variables to affect the properties of members that are loaded for sustained periods of time. Usersof this specification are advised to consider the commentary on this topic in Appendix X1X2.1.4 This specification primari

9、ly considers end use in dry service conditions, such as with most protected framing members,where the average equilibrium moisture content for solid-sawn lumber is less than 16 %. The conditioning environment of 6.3 isconsidered representative of such uses.1.5 The performance of structural composite

10、 lumber is affected by wood species, wood element size and shape, and adhesiveand production parameters. Therefore, products produced by each individual manufacturer shall be evaluated to determine theirproduct properties, regardless of the similarity in characteristics to products produced by other

11、 manufacturers. Where amanufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additionalproduction facilities, any revisions to the full qualification program in accordance with this specification shall be approved by theindependent qu

12、alifying agency.1 This specification is under the jurisdiction ofASTM Committee D07 on Wood and is the direct responsibility of Subcommittee D07.02 on Lumber and Engineered WoodProducts.Current edition approved May 1, 2014Oct. 1, 2014. Published June 2014December 2014. Originally approved in 1993. L

13、ast previous edition approved in 2014 asD5456 14.D5456 14a. DOI: 10.1520/D5456-14a.10.1520/D5456-14B.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technical

14、ly possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C

15、700, West Conshohocken, PA 19428-2959. United States11.6 This specification is intended to provide manufacturers, regulatory agencies, and end users with a means to evaluate acomposite lumber product intended for use as a structural material.1.7 This specification covers initial qualification sampli

16、ng, mechanical and physical tests, analysis, and design valueassignments. Requirements for a quality-control program and cumulative evaluations are included to ensure maintenance ofallowable design values for the product.1.8 This specification, or parts thereof, shall be applicable to structural com

17、posite lumber portions of manufactured structuralcomponents.1.9 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information only and are not considered standard.1.10 This standard does

18、 not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standar

19、ds:2C177 Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of theGuarded-Hot-Plate ApparatusC384 Test Method for Impedance and Absorption of Acoustical Materials by Impedance Tube MethodC423 Test Method for Sound Absorption and Sound Absorption Coeffici

20、ents by the Reverberation Room MethodD9 Terminology Relating to Wood and Wood-Based ProductsD143 Test Methods for Small Clear Specimens of TimberD150 Test Methods for AC Loss Characteristics and Permittivity (Dielectric Constant) of Solid Electrical InsulationD198 Test Methods of Static Tests of Lum

21、ber in Structural SizesD245 Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded LumberD669 Test Method for Dissipation Factor and Permittivity Parallel with Laminations of Laminated Sheet and Plate Materials(Withdrawn 2012)3D1037 Test Methods for Evaluati

22、ng Properties of Wood-Base Fiber and Particle Panel MaterialsD1583 Test Method for Hydrogen Ion Concentration of Dry Adhesive FilmsD1666 Test Methods for Conducting Machining Tests of Wood and Wood-Base Panel MaterialsD1761 Test Methods for Mechanical Fasteners in WoodD2132 Test Method for Dust-and-

23、Fog Tracking and Erosion Resistance of Electrical Insulating MaterialsD2394 Test Methods for Simulated Service Testing of Wood and Wood-Base Finish FlooringD2395 Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based MaterialsD2559 Specification for Adhesives for Bon

24、ded Structural Wood Products for Use Under Exterior Exposure ConditionsD2718 Test Methods for Structural Panels in Planar Shear (Rolling Shear)D2915 Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based ProductsD3201 Test Method for Hygroscopic Properties of Fire-Retardant Wood

25、and Wood-Based ProductsD3755 Test Method for Dielectric Breakdown Voltage and Dielectric Strength of Solid Electrical Insulating Materials UnderDirect-Voltage StressD4300 Test Methods for Ability of Adhesive Films to Support or Resist the Growth of FungiD4442 Test Methods for Direct Moisture Content

26、 Measurement of Wood and Wood-Base MaterialsD4761 Test Methods for Mechanical Properties of Lumber and Wood-Base Structural MaterialD4933 Guide for Moisture Conditioning of Wood and Wood-Based MaterialsD5055 Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-

27、JoistsD5457 Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load andResistance Factor DesignD5764 Test Method for Evaluating Dowel-Bearing Strength of Wood and Wood-Based ProductsD6815 Specification for Evaluation of Duration of Load and Creep

28、Effects of Wood and Wood-Based ProductsD7247 Test Method for Evaluating the Shear Strength of Adhesive Bonds in Laminated Wood Products at ElevatedTemperaturesD7480 Guide for Evaluating the Attributes of a Forest Management PlanE84 Test Method for Surface Burning Characteristics of Building Material

29、sE96/E96M Test Methods for Water Vapor Transmission of Materials2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM websi

30、te.3 The last approved version of this historical standard is referenced on www.astm.org.D5456 14b2E119 Test Methods for Fire Tests of Building Construction and Materials2.2 CSA Standards:4CSA Standards for Wood Adhesives O112-M SeriesCSA O325 Construction Sheathing2.3 OtherISO/IEC Standards:5ISO/IE

31、C Guide 65 General Requirements for Bodies Operating Product Certification SystemsISO/IEC 17020 General Criteria for the Operation of Various Types of Bodies Performing InspectionUS Product Standard PS 2ISO/IEC 17025 Performance Standard for Wood-Based Structural-Use PanelsGeneral Requirementsfor th

32、e Competence of Testing and Calibration LaboratoriesISO/IEC 17065 Conformity Assessment Requirements for Bodies Certifying Products, Processes and Services2.4 Other Standard:US Product Standard PS 2 Performance Standard for Wood-Based Structural-Use Panels3. Terminology3.1 DefinitionsStandard defini

33、tions of wood terms are given in Terminology D9.3.2 Definitions of Terms Specific to This Standard:3.2.1 Exposure 1 durabilitya bond classification for wood-based products that are not permanently exposed to the weather.3.2.1.1 DiscussionWood-based products classified as Exposure 1 are intended to r

34、esist the effects of moisture on structural performance due toconstruction delays or other conditions of similar severity.3.2.2 structural composite lumber (SCL)in this specification, structural composite lumber (SCL) is any of laminated veneerlumber (LVL), parallel strand lumber (PSL), laminated st

35、rand lumber (LSL), oriented strand lumber (OSL), or laminated veneerbamboo (LVB), which are intended for structural use and bonded with an exterior adhesive.3.2.2.1 laminated strand lumber (LSL)a composite of wood strand elements with wood fibers primarily oriented along thelongitudinal axis of the

36、member, where the least dimension of the wood strand elements is 0.10 in. (2.54 mm) or less and theiraverage lengths are a minimum of 150 times the least dimension of the wood strand elements.3.2.2.2 laminated veneer bamboo (LVB)a composite of bamboo strand elements, edge-bonded to form veneer sheet

37、s whichare then face-bonded to form finished products, with bamboo fibers primarily oriented along the longitudinal axis of the memberwhere the least dimension of strand elements is 0.25 in. (6.4 mm) or less and their average strand lengths are a minimum of 300times the least dimension of the bamboo

38、 strand elements (see X1.2X2.2).3.2.2.3 laminated veneer lumber (LVL)a composite of wood veneer sheet elements with wood fibers primarily oriented alongthe longitudinal axis of the member, where the veneer element thicknesses are 0.25 in. (6.4 mm) or less.3.2.2.4 oriented strand lumber (OSL)a compos

39、ite of wood strand elements with wood fibers primarily oriented along thelongitudinal axis of the member, where the least dimension of the wood strand elements is 0.10 in. (2.54 mm) or less and theiraverage lengths are a minimum of 75 times the least dimension of the wood strand elements.3.2.2.5 par

40、allel strand lumber (PSL)a composite of wood veneer strand elements with wood fibers primarily oriented alongthe longitudinal axis of the member, where the least dimension of wood veneer strand elements is 0.25 in. (6.4 mm) or less andtheir average lengths are a minimum of 300 times the least dimens

41、ion of the wood veneer strand elements.3.2.3 DiscussionSCL has three mutually perpendicular directions of orientation (see Fig. 1):L DirectionParallel to the longitudinal direction of the member.X DirectionParallel to a surface of the member and normal to the L direction.Y DirectionNormal to both L

42、and X direction.In this specification, longitudinal shear means shear stress in the L-X and L-Y planes. Planar shear is stress in the X-Y plane.3.2.4 SCL adhesive, na material used for adhesion in the manufacturing of SCL products, which could be an SCL binder ornon-binder adhesive.3.2.5 SCL binder

43、adhesive, nan adhesive that bonds wood elements, such as flakes, strands, particles, or fibers, of SCLproducts and usually does not form a continuous bondline.3.2.5.1 Discussion4 Available from Canadian Standards Association (CSA), 5060 Spectrum Way, Mississauga, ON L4W 5N6, Canada, http:/www.csa.ca

44、.5 Available from International Organization for Standardization (ISO), 1, ch. de la Voie-Creuse, CP 56, CH-1211 Geneva 20, Switzerland, http:/www.iso.org.D5456 14b3Current examples of SCL binders include those systems used in the production of LSL and OSL.3.2.6 SCLnon-binder adhesive, nan adhesive

45、that bonds wood elements, such as veneers and veneer strand elements, of SCLproducts that is intended to completely cover all of the gluing surfaces.3.2.6.1 DiscussionCurrent examples of SCL non-binder adhesives include those systems used in the production of LVL, PSL and LVB.4. Materials4.1 General

46、Structural composite lumber materials conforming to this specification meet the definition of a bio-based productin accordance with 3.3.1 of Guide D7480.4.2 Wood ElementsWood elements used in the fabrication of SCL products shall conform to 3.2.4.3 Adhesives4.3.1 Non-Binder AdhesivesNon-binder adhes

47、ives used in the fabrication of SCL products shall conform to the requirementsin Specification D2559. In Canada, non-binder adhesives shall conform to the appropriate section of CSA Stan-dards for Wood Adhesives, O112-M Series, except that the LVB adhesives shall be based on the criteria for hardwoo

48、d species.4.3.2 Binder AdhesiveBinder adhesives, when used, shall be evaluated to meet the requirements specifed in Annex A5 (seeNote 2).NOTE 2AnnexA5 requirements meet or exceed the requirements for Exposure 1; other conditions are beyond the scope of this specification. See thecommentary and the s

49、ection on Design and Mechanical Property Concerns in Appendix X1X2 for further information.4.3.3 Non-Binder and Binder AdhesivesAll adhesives used for SCL shall be qualified for heat durability performance inaccordance with 4.3.4. X1.2.4X2.2.4 provides additional information.NOTE 3Heat durable performance implies that the bond between wood elements will permit the SCL to exhibit similar performance characteristicsas solid wood in an elevated temperature environment.4.3.4 Adhesive Heat Durability:4.3.4.1 Adhesives used for LVL and PSL shall be qual