|
|
Family residence
Subally, Pavel ; Gintar, Jan (referee) ; Vajkay, František (advisor)
This bachelor thesis concerns a design of two floors family residence located in Zlín, Chlum on a parcel number 428/11 in the cadaster region of Zlín. The design if the residence includes the architectural, structural and technical solution according the investor’s requirements. The object is designed as timber frame structure with flat extensive green roof. The goal of the design was to create a residence with very low ecological impact during the construction process and with minimal ecological impact during its lifetime usage.
|
|
|
Petrovice Community Center
Flašková, Veronika ; Lipka, Miroslav (referee) ; Eliáš, Luboš (advisor)
The subject of diploma project is the design of complex of buildings using hemp lime composite, in English known as Hempcerete. Four detached houses are completed by building of facilities. Buildings have one to three floors. The composite fiercly reduces carbon footprint in building industry. The design is focused on different construction systems using hemp lime composite as a wall filling. Detached houses are made of load bearing timber frame with cast-in-situ hempcrete, building of facilities is made of reinforced concrete with precasted blocks. All buildings are cellarless. Detached houses are shed roofed, building of facilities is gable roofed.
|
|
|
Apartments "CORA" in the heart of the Highlands
Petrová, Miroslava ; Kovářová, Hana (referee) ; Sobotka, Jindřich (advisor)
This diploma thesis focuses on design of an accommodation guest house – apartments and stables. The apartment object has two above-ground floors and a partial basement. Two social rooms and a room for staff are located in the part of the basement that reaches above ground. The dinning room, sanitary facilities and apartments for people with reduced mobility are located on the first floor. Four apartments are located in a residential attic. The recreational building is made of ceramic bricks and has a gabled roof and counter skylights. The agricultural building will be used for stabling horses, parking agricultural machinery and storing hay and feed. Stables are designed as a timber frame construction with a supporting frame made of timber pillars coated with the Fermacell boards. The building has a gabled roof with a skylight above the horse boxes for ventilation. The thesis contains drawings and technical documentation and it is composed as an implementation project.
|
|
|
Wooden-based Detached House with Carpentry
Holá, Ludmila ; Klimek, Karel (referee) ; Králová, Zuzana (advisor)
This bachelor’s thesis deals with design of timber frame detached house with carpentry workshop. It consists of one-storey living house with residential attic connected to ground floor workshop. Object is designed as timber frame construction with the FERMACELL board. The house has a gabled roof with a standard roof frame, workshop has confessed roof frame. The house is designed for four people. An entrance is situated to north and living rooms are situated to south and west. The work contains drawings and technical descriptions and it is composed as an implementing project.
|
|
|
Cottage for the True Highlands
Petrová, Miroslava ; Šibal, Jan (referee) ; Králová, Zuzana (advisor)
This bachelor's thesis focuses on design of a detached house with a carpentry workshop. The main building is a one-storey living house with a residential attic. The carpentry workshop and a shelter for two cars form the surrounding buildings. The buildings are made of ceramic bricks Porotherm, except for the attic of the house, which is designed as a timber frame construction. The house has a half-hipped roof with five dormers and a broken roof , which evoke the atmosphere of the Czech countryside typical for the Highlands. The workshop has a gabled roof. The attic has a confessed roof frame. The shelter is formed by columns that hold a gabled roof. The house is designed for a family of five. The workshop is situated to the north, while the living rooms are situated mainly to the south. The thesis contains drawings and technical descriptions and it is composed as an implementing project.
|
|
|
Analysis of structural response and design methods for shear walls in light timber frame structures
Zajíc, Michal ; Lokaj,, Antonín (referee) ; Kuklík,, Pavel (referee) ; Kuklík,, Petr (referee) ; Šmak, Milan (advisor)
The prediction of shear capacity of light timber frame walls in a multi-storey arrangement is the main focus of this dissertation. The available theories neglect to account for the fact that the shear resistance of the walls may depend on the actual vertical position of the applied horizontal force. However, the actual arrangement of the structures in practice introduces a vertical offset between the wall head height and the position of the resultant of the external horizontal forces. Thus, the horizontal shear force is accompanied by dependent overturning moment. Solving such a problem for partially anchored walls inevitably leads to an iterative calculation. The aim is to provide a comprehensible and less calculation-intensive procedure for multi-storey buildings that would be competitive with existing simplified methods. A model derived from lower bound plastic method was successfully put to the test in a parametric study and compared with limited test results. The results show that the capacities predicted using the novel method compare favourably with the results obtained from traditional theories using a more complicated iterative process. Therefore, the presented single-step approach may be appealing to the industry. A test program was formulated to understand better the implications of the recommended best practice of introducing gaps between sheathing panels. It was set to experimentally verify the difference in the shear capacity for setups with and without gaps between the sheathing panels. The significance of this study is that it informs the industry that the manufacturers’ recommendation to incorporate a gap between sheathing panels would not compromise the structural integrity. Considering the model uncertainty and the safety margins, the introduction of gaps does not alter the strength or stiffness of the wall.
|
|
|
Wooden Based Hotel in Mountains
Zuczek, Jan ; Konečná, Petra (referee) ; Králová, Zuzana (advisor)
The subject of my thesis is the design of new mountain hotel based on wood, which is located at the top of Little Maple, cadastral area Trinec-Tyra, the city of Trinec, Frydek-Mistek level documentation for construction. The building has a partial basement, with three floors. The supporting system consists of three structural systems. The structural system consists of basement formwork, the first floor is made of ceramic blocks heluz, second and third floor is designed as a timber frame panel. Roof structure is made up of lattice wood trusses and gabled aisle. Proposal mountain hotel respects the territorial plan of Trinec. Furthermore, emphasis is placed on the layout, including ensuring the design to the static, architectural, energy savings and safety in the use of the building.
|
|
|
New building with establishment, Budisov
Hort, Tomáš ; Krejsa, Jan (referee) ; Kolář, Radim (advisor)
This bachelor’s thesis deals with design of timber frame detached house with workshop. The house is situated in the region in the Vysočina village Budišov cadastral district Budišov. The object is in a steep land. The basement is made of permanent shuttering blocks and the overhead construction is timberwork frame construction with an attic. The house is designed for four people. The work contains drawings and technical descriptions and it is composed as an implementing project.
|
|
|
Průzkum a dokumentace roubené stavby
Pytel, Kristián
The thesis deals with the documentation of a timbered building in the village of Čeladná from the beginning of the 20th century. The thesis contains a complete description of all structures and details of the building, including photo documentation. For better recording, a 3D model of the wooden structure was created and the accuracy of the existing documentation was checked. The identified structural failures were plotted in the views generated from this model. The overall condition of the building and its causes were evaluated and recommendations for its possible restoration were described, taking into account its economic and historical value.
|
|
|
Analysis of structural response and design methods for shear walls in light timber frame structures
Zajíc, Michal ; Lokaj,, Antonín (referee) ; Kuklík,, Pavel (referee) ; Kuklík,, Petr (referee) ; Šmak, Milan (advisor)
The prediction of shear capacity of light timber frame walls in a multi-storey arrangement is the main focus of this dissertation. The available theories neglect to account for the fact that the shear resistance of the walls may depend on the actual vertical position of the applied horizontal force. However, the actual arrangement of the structures in practice introduces a vertical offset between the wall head height and the position of the resultant of the external horizontal forces. Thus, the horizontal shear force is accompanied by dependent overturning moment. Solving such a problem for partially anchored walls inevitably leads to an iterative calculation. The aim is to provide a comprehensible and less calculation-intensive procedure for multi-storey buildings that would be competitive with existing simplified methods. A model derived from lower bound plastic method was successfully put to the test in a parametric study and compared with limited test results. The results show that the capacities predicted using the novel method compare favourably with the results obtained from traditional theories using a more complicated iterative process. Therefore, the presented single-step approach may be appealing to the industry. A test program was formulated to understand better the implications of the recommended best practice of introducing gaps between sheathing panels. It was set to experimentally verify the difference in the shear capacity for setups with and without gaps between the sheathing panels. The significance of this study is that it informs the industry that the manufacturers’ recommendation to incorporate a gap between sheathing panels would not compromise the structural integrity. Considering the model uncertainty and the safety margins, the introduction of gaps does not alter the strength or stiffness of the wall.
|
guest ::
