System Connector “Double Dovetail Tenon”—A Wood–Wood Based Alternative for Connecting CLT-Elements

Author:

Pomaroli Andreas1,Kraler Anton1

Affiliation:

1. Unit for Timber Engineering, University of Innsbruck, Technikerstraße 13, A-6020 Innsbruck, Austria

Abstract

In timber construction, there are still no standardized wall–ceiling system connectors made of wood for cross laminated timber construction (CLT). Based on experimental investigations of the bar-shaped dovetail connections, a wood–wood system connection was developed at the University of Innsbruck. First, the traditional dovetail connection for bar-shaped beam connections was investigated. The findings showed the high potential of force transmission in the flank area, especially for beam connections of the same height, where the height of the pre-timber is too small. To date, the load-bearing capacity of the flanks has not been taken into account in the calculation methods. To increase the force transmission paths in the base of the tenon, it was shaped in steps. This led to a load redistribution and thus delayed the failure of the connection. The knowledge gained formed the basis for an independent connecting element that resulted in the so-called “double dovetail”. The connector is a three-dimensional, statically effective double dovetail element. The wood system connector is made of block-glued laminated veneer lumber (LVL) and is manufactured in a CNC-milling process. The results of the tests showed the high performance potential of the LVL system connector, which can play an important role in future timber construction.

Funder

Land Tirol

Holzbau Lengauer-Stockner

Holzbau Saurer

FS1, Fiedler-Stöffler

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference26 articles.

1. (2022). Schwalbenschwanz-Verbindung in Bauteilen (Standard No. Z-9.1-649).

2. prEN 1995-1-1 for Formal Enquiry—Eurocode 5: Design of Timber Structures—Part 1-1: General Rules—General Rules and Rules for Buildings (Standard No. CEN/TC 250/SC 5). unpublished.

3. Tannert, T. (2008). Structural Performance of Rounded Dovetail Connections. [Ph.D. Thesis, University of British Columbia].

4. Structural performance of rounded dovetail connections: Experimental and numerical investigations;Tannert;Eur. J. Wood Wood Prod.,2011

5. Self-tapping screws as reinforcement for rounded dovetail connections;Tannert;Struct. Control. Health Monit. Off. J. Int. Assoc. Struct. Control. Monit. Eur. Assoc. Control. Struct.,2009

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