ISO TR 20152-3-2013 Timber structures - Bond performance of adhesives - Part 3 Use of alternative species for bond tests《木结构 阻粘剂粘结性能 第3部分 粘合试验用替代种类的使用》.pdf

《ISO TR 20152-3-2013 Timber structures - Bond performance of adhesives - Part 3 Use of alternative species for bond tests《木结构 阻粘剂粘结性能 第3部分 粘合试验用替代种类的使用》.pdf》由会员分享，可在线阅读，更多相关《ISO TR 20152-3-2013 Timber structures - Bond performance of adhesives - Part 3 Use of alternative species for bond tests《木结构 阻粘剂粘结性能 第3部分 粘合试验用替代种类的使用》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、 ISO 2013 Timber structures Bond performance of adhesives Part 3: Use of alternative species for bond tests Structures en bois Performance dadhrence des adhsifs Partie 3: Usage des essences alternatives pour les essais de joints de collage TECHNICAL REPORT ISO/TR 20152-3 First edition 2013-05-01 Ref

2、erence number ISO/TR 20152-3:2013(E) ISO/TR 20152-3:2013(E)ii ISO 2013 All rights reserved COPYRIGHT PROTECTED DOCUMENT ISO 2013 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form or by any means, electronic or mechanical,

3、 including photocopying, or posting on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below or ISOs member body in the country of the requester. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fa

4、x + 41 22 749 09 47 E-mail copyrightiso.org Web www.iso.org Published in Switzerland ISO/TR 20152-3:2013(E) Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is n

5、ormally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part i

6、n the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular

7、 the different approval criteria needed for the different types of ISO documents should be noted. This document was drafted in accordance with the editorial rules of the ISO/IEC Directives, Part 2, www.iso.org/directives. Attention is drawn to the possibility that some of the elements of this docume

8、nt may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of any patent rights identified during the development of the document will be in the Introduction and/or on the ISO list of patent declarations received, www.iso.org/pate

9、nts. Any trade name used in this document is information given for the convenience of users and does not constitute an endorsement. The committee responsible for this document is ISO/TC 165, Timber structures. ISO 20152 consists of the following parts, under the general title Timber structures Bond

10、performance of adhesives: Part 1: Basic requirements Part 2: Additional requirements Part 3: Use of alternative species for bond tests Technical Report ISO 2013 All rights reserved iii ISO/TR 20152-3:2013(E) Introduction This Technical Report was prepared to simplify the assessment of adhesive bonds

11、 in countries where the test species described in ISO 20152-1 and ISO 20152-2 may be difficult to obtain. It sets out procedures for selecting substitute species available locally.iv ISO 2013 All rights reserved Timber structures Bond performance of adhesives Part 3: Use of alternative species for b

12、ond tests 1 Scope This Technical Report describes the procedures necessary for the recognition of new wood species by ISO 20152-1 and ISO 20152-2 for the evaluation of structural wood adhesives. 2 Normative references The following documents, in whole or in part, are normatively referenced in this d

13、ocument and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 20152-1:2010, Timber structures Bond performance of adhesives Part 1: Basic requireme

14、nts ISO 20152-2, Timber structures Bond performance of adhesives Part 2: Additional requirements 3 Test protocols ISO 20152-1 permits adhesives to be evaluated under what are described as Method A and Method B procedures. ISO 20152-2 does not make this distinction but the alternative species introdu

15、ced may also be used when applying its procedures. 3.1 Using Method A The provisions contained in this Technical Report apply only to Method A as defined in ISO 20152-1. 3.2 Using Method B When using Method B procedures, beech is the only substrate permitted. No provisions are available that permit

16、new species to be introduced into the Method B procedures in ISO 20152-1. 4 Requirements 4.1 Selection of wood species The proposing body should identify one only of each of the most commonly used softwood and hardwood species used by their local timber industry for adhesively bonded engineered wood

17、 products and produce evidence that this is the case. The species will not necessarily be the most difficult to adhesively TECHNICAL REPORT ISO/TR 20152-3:2013(E) ISO 2013 All rights reserved 1 ISO/TR 20152-3:2013(E) bond since other qualification procedures are specified in product standards that r

18、equire further trials intended to establish that unusual species can be effectively adhesively bonded. NOTE ISO 20152-1 and ISO 20152-2 provide an initial screen using standardized species, but in-house trials that test the viability of the adhesive bonds for specific products against specific speci

19、es with specific manufacturing procedures must still meet the product standard requirements. Certain regions may well have difficult-to-glue species in smaller volumes which should not be used in engineered timber products if, following qualification trials, they are unable to meet the appropriate I

20、SO product standard requirements. As a typical example, Australia uses radiata pine (pinus radiata) and mountain ash (eucalyptus regnans) respectively as its major softwood and hardwood species and these are known to bond reasonably well, but other species are not so easily bonded and are dubious pr

21、opositions for use in adhesively bonded wood products. 4.2 Specific gr a vity of w ood species The specific gravity of the species chosen should have an oven- dry specific gravity not less than 0,49 for softwoods, 0,65 for hardwoods, 4.3 Growth rings of wood species Cool climate species used to eval

22、uate adhesive bond performance should exhibit at least 3 growth rings per 10 mm. This requirement does not apply to species grown in warm and tropical climates which do not display seasonal growth rings. NOTE In cool climates, growth rates vary seasonally and this is reflected by the formation of gr

23、owth rings. The warmer periods stimulate wood growth. In warm and tropical climates growth rings are less common. Softwood tracheids formed in the later stages of the growth cycle have thicker walls, often with smaller overall dimensions and in hardwoods the vessels formed early in the growing seaso

24、n may be larger and more numerous. 4.4 Shrink-swell characteristics of wood species In drying from the fibre saturation point to 12 % moisture content the tangential shrinkage of the species chosen should be not less than 4 % for softwoods, 9 % for hardwoods. 4.5 Shear strength The adhesively bonded

25、 specimens median shear strength requirements of samples following the treatments specified in ISO 20152-1:2010, 6.5.1.3.2, 6.5.1.3.5 inclusive should meet or exceed the requirements given in Table 1. Table 1 Median shear strength requirements for bonded specimens as a fraction of the median shear s

26、hear strength of the unbonded specimens Median shear strength requirements afor Service Class 3 Median shear strength require- ments for Service Classes 1 and 2 Treatment and condition at test Hardwood a Softwood b Softwood bon l y 6.5.1.3.2 Dry 0,9 0,9 0,9 6.5.1.3.3 Wet (Vacuum-pressure test) 0,5 0

27、,5 0,6 6.5.1.3.5 Wet (Boildry-freeze test) 0,3 0,3 0,35 aThe bonded specimens should be deemed to be satisfactory if they achieve 0.9 of the unbonded shear strengths in the dry condition. The ratios for the other treatment conditions correspond to the same ratios given for Method A of ISO 20152-1.2

28、ISO 2013 All rights reserved ISO/TR 20152-3:2013(E) 4.6 Wood failure The median shear strength requirements of samples following the treatments specified in ISO 20152-1:2010, 6.5.1.3.2, 6.5.1.3.5 inclusive should meet or exceed the requirements given in ISO 20152-1:2010, Table 2. 5 Test method 5.1 A

29、dhesive selection The adhesive should be chosen as one already known to comply with the current version ISO 20152-1, Method A provisions. It should be mixed and applied to the wood substrate in accordance with the suppliers recommendations. 5.2 Specimen preparation 5.2.1 Block shear data should be o

30、btained from 3 samples of wood of size approximately 3 m in length and 120 to 140 mm wide and 45 to 50 mm deep, see Figure 1, meeting the specific gravity and growth ring requirements of 4.2 and 4.3. This sample should be used to provide two matched samples one of which should be used for unbonded b

31、lock shear test specimens and the second for bonded block shear test specimens. 5.2.2 Matched samples A should be machined to a depth of 40 mm from which one hundred and twenty (120) unbonded block shear test specimens should be cut. 5.2.3 Matched samples B should be machined on both sides to a dept

32、h of not less than 42 mm, as shown in Figure 1, and the machine surfaces then bonded in accordance with the adhesive suppliers recommendations within 2 h of machining. One hundred and twenty (120) block shear test specimens should be cut from the bonded assemblies as detailed in ISO 20152-1. Dimensi

33、ons in millimetres 3 000 45-50 120-140 First cut Matched sample A Matched sample B Matched sample A after 1st cut Matched sample B after 1st cut Second cut Matched sample B after 2nd cut. Flip pieces over then bond. Machine upper and lower faces Figure 1 Matched samples showing the cutting and bondi

34、ng sequence. 5.3 Test procedures The test procedures prescribed in ISO 20152-1 for block shear testing should be followed. ISO 2013 All rights reserved 3 ISO/TR 20152-3:2013(E) 5.4 Interpretation of results All interpretations should be as prescribed in ISO 20152-1. 6 Reporting All details specified in ISO 20152-1:2010, 9.2, 9.3.1, 9.3.2 should be reported for the bonded specimens. Only shear strength values are required for the unbonded specimens.4 ISO 2013 All rights reserved ISO/TR 20152-3:2013(E) ISO 2013 All rights reserved IC S 91.080.20 Price based on 4 pages