1、O112.9-10Evaluation of adhesives for structural wood products (exteriorexposure)Legal Notice for StandardsCanadian Standards Association (CSA) standards are developed through a consensus standards development process approved by the Standards Council of Canada. This process brings together volunteer
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16、 any way or remove this Legal Notice from the attached standard;.sell this document without authorization from CSA; or.make an electronic copy of this document.If you do not agree with any of the terms and conditions contained in this Legal Notice, you may not load or use this document or make any c
17、opies of the contents hereof, and if you do make such copies, you are required to destroy them immediately. Use of this document constitutes your acceptance of the terms and conditions of this Legal Notice.Update No. 1O112.9-10December 2011Note: General Instructions for CSA Standards are now called
18、Updates. Please contact CSA Information Products Sales or visit shop.csa.ca for information about the CSA Standards Update Service.Title: Evaluation of adhesives for structural wood products (exterior exposure) originally published January 2010The following revisions have been formally approved and
19、are marked by the symbol delta () in the margin on the attached replacement pages:Revised Clause B.1New NoneDeleted None Update your copy by inserting these revised pages.Keep the pages you remove for reference. Canadian Standards AssociationEvaluation of adhesives for structural wood products (exte
20、rior exposure)December 2011Annex A (informative)Actions to be taken if boil-dry-freeze conditioning is interruptedNote: This Annex is an informative (non-mandatory) part of this Standard.A.1 Table A.1 indicates the actions to be taken if shear block test boil-dry-freeze conditioning needs to be inte
21、rrupted (e.g., because of laboratory closure or unavailability of equipment).Table A.1Action to be taken if boil-dry-freeze conditioning is interrupted(See Clause A.1.)Last completed cycle* Action to be taken Next cycleFinal 4 h boil Cool in water, drain, and store in a sealed plastic bag at 10 C to
22、 15 CNote: Remove the specimens from the chamber still sealed in the plastic bag and store them next to the testing machine for at least 1 h to bring them close to or at room temperature prior to testing.Testing4 h boil (except the final 4 h boil)Cool in water, drain, and store in a sealed plastic b
23、ag at 10 C to 15 C19 h drying19 h drying Store in an environmental chamber at 20 C and 65% relative humidity 4 h freezing4 h freezing Leave in the freezer until the next cycle begins 4 h boilIn water Drain and wipe the surface water off the specimens. Store in a sealed plastic bag at 10 to 15 CNote:
24、 Remove the specimens from the chamber still sealed in the plastic bag and store them next to the testing machine for at least 1 h to bring them close to or at room temperature prior to testing.Testing*Conditioning should not be interrupted during a cycle.31(Replaces p. 31, January 2010)O112.9-10 Ca
25、nadian Standards AssociationDecember 2011Annex B (normative)Measurement and computation of bond line creepNote: This Annex is a normative (mandatory) part of this Standard.B.1 Environments A, B1, and B2Each full-length creep specimen shall have 14 bonded cross-sections (Joint 1 to Joint 14 in Figure
26、 3). When partial-length creep specimens are used, only eight joints shall be considered (Joints 1, 2, 5, 6, 9, 10, 13, and 14 in Figure 6). Creep (DJntn) of a bonded cross-section shall be the average of the four creep measurements D1, D2, D3, and D4(see Figure 5).The calculations for each creep sp
27、ecimen shall be as follows:11NDJnt nnN=(a) Overall creep:0.05 mm (for Environments A and B1) 0.6 mm (for Environment B2)DDD DDJnt n+123 44whereN = 14 when considering a full-length specimen= 8 when considering a partial-length specimen= 6 when one of the partial-length specimens is discarded(b) Cree
28、p at any cross-section:0.25 mm (for Environments A and B1)2.9 mm (for Environment B2)B.2 Environment CCreep (DJntn) of the bond line of a specimen shall be the average of the two creep measurements D1and D2(see Figure 9) as shown below:DDDJnt n+ = mm122025.The overall creep of all specimens from one
29、 assembly shall beOverall creep mm=10051NDJnt nnN.whereN = 8 when considering all specimens from an assembly= 6 when two of the specimens from an assembly are discarded(Replaces p. 32, January 2010)32CSA Standards Update ServiceO112.9-10January 2010Title: Evaluation of adhesives for structural wood
30、products (exterior exposure)Pagination: 53 pages (viii preliminary and 45 text), each dated January 2010To register for e-mail notification about any updates to this publicationgo to www.ShopCSA.caclick on E-mail Services under MY ACCOUNTclick on CSA Standards Update ServiceThe List ID that you will
31、 need to register for updates to this publication is 2420407.If you require assistance, please e-mail techsupportcsa.ca or call 416-747-2233.Visit CSAs policy on privacy at www.csagroup.org/legal to find out how we protect your personal information.Published in January 2010 by Canadian Standards Ass
32、ociationA not-for-profit private sector organization5060 Spectrum Way, Suite 100, Mississauga, Ontario, Canada L4W 5N61-800-463-6727 416-747-4044Visit our Online Store at www.ShopCSA.caO112.9-10Evaluation of adhesives for structural wood products (exterior exposure)CSA Standard100%ISBN 978-1-55491-3
33、32-9Technical Editor: Dwayne Torrey Canadian Standards Association 2010All rights reserved. No part of this publication may be reproduced in any form whatsoever without the prior permission of the publisher.To purchase CSA Standards and related publications, visit CSAs Online Store at www.ShopCSA.ca
34、 or call toll-free 1-800-463-6727 or 416-747-4044.The Canadian Standards Association (CSA) prints its publications on Rolland Enviro100, which contains 100% recycled post-consumer fibre, is EcoLogo and Processed Chlorine Free certified, and was manufactured using biogas energy.January 2010 iiiConten
35、ts Canadian Standards Association Evaluation of adhesives for structural wood products (exterior exposure)Technical Committee on Solid and Engineered Wood Products vSubcommittee on Wood Adhesives viiPreface viii1Scope 12 Reference publications 13 Definitions 34 General requirements 34.1 General 34.2
36、 Adhesive ingredients 34.3 Adhesive mixing and application 44.4 Fillers and extenders 44.5 Anti-fungal properties 44.6 Cured adhesive film pH 44.7 Block shear strength 44.8 Per cent wood failure 44.8.1 Specimen eligibility 44.8.2 Test requirements 44.9 Delamination resistance 44.10 Creep resistance
37、45 Specimen preparation and test procedures 55.1 Anti-fungal properties 55.2 Cured adhesive film pH 55.3 Wood species 55.3.1 Hardwoods 55.3.2 Softwoods 55.3.3 Wood density 55.3.4 Wood growth rate 65.4 Wood moisture content 65.4.1 General 65.4.2 Moisture content variation 65.5 Block shear test and pe
38、r cent wood failure assessment 65.5.1 Preparation of test assemblies 65.5.2 Preparation of test specimens 75.5.3 Test procedures 85.6 Delamination resistance test 105.6.1 Preparation of test assemblies 105.6.2 Preparation of test specimens 115.6.3 Delamination cycle 115.6.4 Interpretation of results
39、 125.7 Creep resistance test 125.7.1 Environments A, B1, and B2125.7.2 Environment C 16O112.9-10 Canadian Standards Associationiv January 20106Adhesive sample 187Rejection 187.1 General 187.2 Qualification for CSA O112.10 197.2.1 Reporting 197.2.2 Adhesives not meeting the Environment C creep resist
40、ance test 197.2.3 Adhesives not meeting other requirements 198 Test report 198.1 General 198.2 Product details 198.3 Specimen preparation and testing 198.3.1 General 198.3.2 Block shear test Boil-dry-freeze test 208.3.3 Creep test 208.4 Test results 208.4.1 General 208.4.2 Block shear test 208.4.3 D
41、elamination test 208.4.4 Creep test 20AnnexesA (informative) Actions to be taken if boil-dry-freeze conditioning is interrupted 31B (normative) Measurement and computation of bond line creep 32C (informative) Commentary 33Tables1 Median block shear strength requirements, MPa 212 Per cent wood failur
42、e requirements 213 Per cent wood failure threshold for discarding block shear test specimens 224 Minimum per cent wood failure requirements for re-evaluation 225 Environmental conditions for creep resistance test specimens 23Figures1 Shear block assembly dimensions, mm 242 Shear block dimensions, mm
43、 243 Creep specimen dimensions for Environments A, B1, and B2, mm 254 Spacer block for creep test jig, mm 265 Details of creep specimen and dimensions for Environments A, B1, and B2, mm 276 Partial-length creep specimen dimensions for Environments A, B1, and B2, mm 287 Environment C creep test shear
44、 block assembly dimensions, mm 298 Environment C creep test shear block assembly dimensions, mm 299 Creep measurement of an Environment C creep specimen 3010 Wrapping of creep specimen for Environment C test 30 Canadian Standards Association Evaluation of adhesives for structural wood products (exte
45、rior exposure)January 2010 vTechnical Committee on Solid and Engineered Wood ProductsC. Lum FPInnovations Forintek Division,Vancouver, British ColumbiaChairY.H. Chui Wood Science and Technology Centre,Fredericton, New BrunswickVice-ChairP. Audet Toitures Mauriciennes,Trois-Rivires, QubecP. Da Silva
46、Boise Building Solutions,Dorval, QubecC. Dagenais Centre dexpertise sur la construction commerciale en bois,Qubec, QubecJ.A. Dangerfield FPInnovations Forintek Division,Vancouver, British ColumbiaAssociateB. Di Lenardo Canadian Construction Materials Centre,Ottawa, OntarioK. Fargey Western Archrib,E
47、dmonton, AlbertaC. Frohlich Guelph Utility Pole Co. Ltd.,Guelph, OntarioAssociateA.S. Garden Canfor Wood Products Marketing Ltd.,Vancouver, British ColumbiaH. Griffin Canadian Wood Council,Ottawa, OntarioC. Howes Halcrow Yolles,Toronto, OntarioA.W. Kempthorne Delta, British Columbia AssociateK. Koo
48、FPInnovations Forintek Division,Richmond Hill, OntarioAssociateF. Lam University of British Columbia,Vancouver, British ColumbiaK. Lau Ainsworth Engineered Canada LP,Vancouver, British ColumbiaT.V. Leung Thomas Leung Structural Engineering,Vancouver, British ColumbiaO112.9-10 Canadian Standards Asso
49、ciationvi January 2010W. Love Tembec Forest Products Group,Tmiscaming, QubecD. Moses Equilibrium Consulting Inc.,Toronto, OntarioM.S. Reid Blackwell Bowick Partnership Ltd.,Toronto, OntarioA.K. Rozek National Lumber Grades Authority (NLGA),New Westminster, British ColumbiaA. Salenikovich Universit Laval, Sciences du bois et de la foret,Qubec, QubecR. Schmidt Arclin Canada Limited,Mississauga, OntarioG.C. Williams Timber Systems Limited,Markham, OntarioB. Yeh APA The Engineered Wood Association
