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Homepage>24/30488560 DC Draft BS EN 15416-1. Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Part 1. Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)
sklademVydáno: 2024-05-02
24/30488560 DC Draft BS EN 15416-1. Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Part 1. Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)

24/30488560 DC

Draft BS EN 15416-1. Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Part 1. Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)

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Označení normy:24/30488560 DC
Počet stran:17
Vydáno:2024-05-02
Status:Draft for Comment
DESCRIPTION

24/30488560 DC


This standard 24/30488560 DC Draft BS EN 15416-1. Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods is classified in these ICS categories:
  • 83.180 Adhesives
This document specifies a method of determining the ability of adhesive bonds to resist long-term sustained load applied vertical to the glue lines. It is applicable to adhesives used in load-bearing timber structures. It is suitable for the following applications: a) for assessing the compliance of adhesives according to EN 15425 and EN 16254; b) for assessing the suitability and quality of adhesives for load-bearing timber structures; c) for assessing the effect on the bond strength resulting from long-term sustained load at cyclic climate conditions. This method is intended primarily to obtain performance data for the classification of adhesives for load bearing timber structures according to their suitability for use in defined climatic environments. This method is not intended to provide data for structural design, and does not necessarily represent the performance of the bonded member in service.