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image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Bautechnikarrow_drop_down
image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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Article . 2015 . Peer-reviewed
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Kunstharzpressholz zur Verstärkung von Brettschichtholz

Authors: Peer Haller; Andreas Heiduschke; Robert Putzger; Jens Hartig;

Kunstharzpressholz zur Verstärkung von Brettschichtholz

Abstract

AbstractEs wurden Biegeträger aus Brettschichtholz (BSH) untersucht, die zur Erhöhung der Tragfähigkeit und der Dauerhaftigkeit auf der Zug‐ und wahlweise auf der Druckseite mit Kunstharzpressholz (KHP) verstärkt wurden. KHP ist ein Holzwerkstoff, der aus phenolharzgetränkten Furnieren der Rotbuche (Fagus sylvatica) besteht. KHP weist einen Elastizitätsmodul von über 20000 N/mm2 und eine Biegefestigkeit von 200 N/mm2 auf, was gegenüber den entsprechenden Werten von BSH GL24h eine Verdopplung bzw. Verdreifachung bedeutet. Die Verstärkung von Biegeträgern aus GL24h erbrachte bei sonst gleichen Querschnitten mehr als eine Verdopplung der Tragfähigkeit; die Steifigkeit erhöhte sich um etwa ein Drittel. Außerdem wurde der Verbund zwischen BSH und KHP abwechselnd befeuchtet und getrocknet, um die Dauerhaftigkeit zu testen. Teilweise getränktes KHP nahm viel Feuchtigkeit auf und quoll stark, jedoch weniger als unbehandelte Rotbuche. Dieser Werkstoff ist daher nur für die Nutzungsklassen 1 und 2 geeignet. Vollständig getränktes KHP hingegen nahm kaum Feuchtigkeit auf und quoll nur wenig, sodass es sich ebenso für die Nutzungsklasse 3 empfiehlt.Compressed laminated wood for the strengthening of glued laminated timberGlued laminated timber girders were investigated, which were strengthened with compressed laminated wood at the tension lamella and optionally also at the compression lamella to increase load‐bearing capacity and stiffness. Compressed laminated wood is a wood composite consisting of beech (Fagus sylvatica) veneers, which are impregnated with phenol‐resorcin resin. Compressed laminated wood possesses a YOUNG's modulus of more than 20000 N/mm2 and a bending strength of more than 200 N/mm2, which is compared to glued laminated timber GL24h a doubling and a tripling, respectively. The strengthening of the GL24h girders with compressed laminated wood led to a doubling of the bending capacity and to an increase of stiffness of about one third compared to plain GL24h girders with the same cross section. Moreover, the joint of glued laminated timber and compressed laminated wood was exposed to wetting‐drying cycles to investigate the durability. Partly impregnated compressed laminated wood absorbed a lot of moisture and swelled heavily, but still less than plain beech wood. Thus, this material is only recommendable for the service classes 1 and 2. Completely impregnated compressed laminated wood showed only very low moisture uptake and swelling and can be applied also in service class 3.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
3
Average
Average
Average
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