National Repository of Grey Literature 4 records found  Search took 0.00 seconds. 
The Influence of the Human Factor on the Measurement Results Acquired by Using the Resistance Drilling Device RinnTech Resistograph R650-EA
Dziadková, Aneta ; Heřmánková, Věra ; Anton, Ondřej ; Szórád, Martin
The diagnostics of wooden structures using the detection drill RINNTECH Resistograph R650-EA is one of the popular semi-destructive methods. This article deals with the issue of the influence of the human factor on the measurement results. The recommended testing direction is the radial direction, perpendicular to the grain. However, the desired direction is sometimes difficult to maintain. The experiment takes into account three different factors that may occur during the testing. The goal is to determine to what extent the human factor affects the measured results. Thanks to the conducted research, it was found that gradual tilting of the device during measurements influences the measurements most significantly.
Evaluation of the condition of structural wood using resistance drilling with the Rinntech RESISTOGRAPH detection drill
Szórád, Martin ; Anton, Ondřej (referee) ; Heřmánková, Věra (advisor)
The theoretical part of the thesis focuses on a basic overview of wood properties, damage, protection and used diagnostic methods. In the practical part, it focuses on the comparison of selected physical and mechanical properties with the resistance characte-ristics obtained from resistance drilling. Finally, a design calculation is performed using the results from the measurements in the practical part.
Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.
Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.

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