Problematika únosnosti vybraného svorníkového spoje kulatiny a jeho zesilování

Abstract

The dissertation thesis is focused on the behavior of the pin-type log splices and the possibilities of their reinforcement. For the experimental measurement, the most common type of joints was chosen, i.e. the bolt connection of the axially drawn rod with the interlocking steel sheet. Test samples were then made. Samples of bolted joint of logs made of logs with embedded joint plates have been tested for load bearing capacity and deformation at single pull stress. Based on the results of these tests, several methods of reinforcement of the wooden element have been proposed and tested to increase the load bearing capacity.