BS EN 15425:2017
$102.76
Adhesives. One component polyurethane (PUR) for load-bearing timber structures. Classification and performance requirements
Published By | Publication Date | Number of Pages |
BSI | 2017 | 22 |
This European Standard establishes a classification for one component polyurethane (PUR) adhesives according to their suitability for use in load-bearing timber structures in defined climatic exposure conditions; it specifies performance requirements for such adhesives for the factory manufacture or factory like manufacturing of load-bearing timber structures only.
It also classifies “adhesive lines” where all the products within the line have almost identical physical/chemical properties and gluing performance, but different reactivity.
This European Standard only specifies the performance of adhesives for use in an environment corresponding to the defined conditions.
The performance requirements of this European Standard apply to the adhesives only, not to the timber structure. This European Standard does not cover the performance of adhesives for on-site gluing (except for factory-like conditions) nor the production of wood-based panels, except solid wood panels, or modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g. such as acetylated wood, heat treated wood and polymer impregnated wood.
This European Standard is primarily intended for the use of adhesive manufacturers and for the use in timber structures bonded with adhesives, to assess or control the quality of adhesives. The requirements apply to the type testing of the adhesives. Production control activities are outside the scope of this European Standard.
Adhesives meeting the requirements of this European Standard are adequate for use in load-bearing timber structure, provided that the bonding process has been carried out according to an appropriate product standard.
PDF Catalog
PDF Pages | PDF Title |
---|---|
8 | 1 Scope 2 Normative references |
9 | 3 Terms and definitions |
10 | 4 Classification |
13 | 5 Requirements 5.1 General 5.2 Bond strength in longitudinal tensile shear test |
14 | 5.3 Resistance to delamination |
15 | 5.4 Tensile strength perpendicular to the glue line after climatic treatment (acid damage test) 5.5 Effect of wood shrinkage on the shear strength 5.6 Static load test of multiple glue line specimens in compression shear 5.7 Creep deformation test at cyclic climate conditions with specimens loaded in bending shear |
16 | 5.8 Long-term sustained load test at cyclic climate conditions with specimens loaded perpendicular to the glue line (“Glass house test”) 6 Test methods 6.1 General 6.2 Determination of longitudinal tensile shear strength 6.3 Determination of resistance to delamination 6.4 Determination of tensile strength perpendicular to the glue line after climatic treatment (acid damaged test) 6.5 Determination of the effect of wood shrinkage on the shear strength 6.6 Static load test of multiple glue line specimens in compression shear |
17 | 6.7 Creep deformation test with specimens loaded in bending shear 6.8 Long-term sustained load test at cyclic climate conditions with specimens loaded perpendicular to the glue line (“Glass house test”) 7 Working properties of the adhesive 7.1 General 7.2 Determination of initial viscosity under reference conditions 7.3 Determination of open assembly time under reference conditions 7.4 Determination of pressing time under reference conditions 8 Marking and labelling |
18 | Annex A (normative)Climatic treatment prior to shear test |