Orientador: Ivaldo De Domenico Valarelli / Banca: Alexandre Jorge Duarte de Souza / Banca: Elen Aparecida Martines Morales / Banca: Julio Cesar Molina / Banca: Priscila Roel de Deus / Resumo: O presente trabalho teve como objetivo verificar o desempenho e a resistência mecânica de dois tipos de emendas dentadas laterais com diferentes geometrias que poderiam estar presentes na produção industrial de painéis sarrafeados colados de madeira das espécies de Pinus. Para a colagem dos painéis utilizou-se adesivo poliuretano à base de mamona formulado com condições especiais para resistir à umidade da madeira. A partir dos painéis confeccionados foram retirados os corpos de prova seguindo-se as especificações de ensaios da norma ABNT NBR 7190:1997 para os ensaios mecânicos de tração normal às fibras e cisalhamento na região de cola e EN 14080:2013 para o ensaio de delaminação. Como conclusão dos resultados obtidos nos ensaios de resistência os desempenhos das emendas dentadas laterais não foram satisfatórios em relação aos valores médios das amostras da madeira maciça. / Abstract: The present study aimed to verify the mechanical performance and strength of two types of toothed lateral joints with different geometries, that could be available for industrial production of batten boards based on Pinus elliottii woods species. For panel bonding, the castor oil-based polyurethane resin was used and formulated with special conditions to resist the moisture of the wood. Through batten boards glued laterally with two toothed lateral joints, specimens were obtained according to the specifications of the standard documents (Brazilian) ABNT NBR 7190:1997 related to mechanical tests of perpendicular tensile to fiber and shear strength in the glue region, and (European) EN 14080:2013 for delamination testing. As conclusion of the results obtained in the resistance tests the performance of the toothed lateral joints were not satisfactory in relation to the average values of the samples of solid wood. / Doutor

The aim of my master's thesis is a project of a new apartment building on a sloped site at a level of the documentation for the structure realization. The building is partly basement with four above-ground floor. Individual floors up recede and are roofed with flat roofs. The structural system of the basement part is made up of permanent shuttering and the above-ground part is made up wall of cross laminated timber construction panels KLH. The project of the building is in accordance with the development plan of Kopřivnice and with the current street built. The work puts great emphasis on layout including security of the construction in terms of statics, architecture, energy savings and safety at utilizing the structure.

This diploma thesis deals with project energy efficient mountain chalet. The building is located in the Krkonoše national park, near by highest Czech mountain named Sněžka. Object is located on plot number 899 in the cadastral Pec pod Sněžkou, on the site of the initial ,,Giant” chalet. The aim of this thesis is proposal of energy efficient mountain chalet in extreme climate conditions, such as in the mountain area, at the elevation 1378 m. Proposal of the chalet emphasis is on achieving maximum energy self-sufficiency. The building consists of two objects SO 01 and SO 02 interconnected by the roof. The total built-up area is 191.39 square meters. The accommodation capacity is 20 people.