National Repository of Grey Literature 20 records found  1 - 10next  jump to record: Search took 0.01 seconds. 
Socio-cultural centre with townhall for the district Brno-Kohoutovice
Gábor, Tomáš ; Mutina, Petr (referee) ; Jura, Pavel (advisor)
The main objective of the project was to make a new hall with high-quality facilities for officials. Along with her, I wanted to create a new local center Kohoutovice, which would strengthen the site and then create a global focal point for the community.
Residential complex Brno - Reckovice
Macečková, Eliška ; Havlík, Václav (referee) ; Herzan, Radovan (advisor)
The area is located in the north part of Brno (Řečkovice a Mokrá Hora) and is surrounded by a housing estate. To the south of this area is a complex of former barracks. In our project we propose to use the area as a residential district with public amenities. Sports ground and the park are included. Currently there are terraced houses and separated family houses. We especially use low-floor blocks of houses with no more than four floors. Orientation of the blocks corresponds with the fact that this area is on the north slope. Family houses with gardens are situated on the east side of the area. The area is accessible from the Žilkova street (on the east) and from the Terezy Novákové street (on the west) – buildings on this street make a noise barrier. The square of our area is next to this street and represents a public place with public amenities (for example a retirement house and a school of art), underground car park and a pedestrian precint leading to the park. A tram stop is nearby. Sports ground and the park are situated in the north part of the area. In the central part we find the kindergarten. Underground car parks for the residents are under the blocks and its courtyards.
Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
Steel structure of cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
ART & ARCHITECTURE - Community Entertainment Facility in South Centre, Brno ("FIESTA" Concert and Dance Hall )
Korábová, Nikola ; Todorov, Petr (referee) ; Pelčák, Petr (advisor)
Within the plans on redevelopment of Brno south centre a linear green park is envisaged with a piece of land designated for a major cultural venue as defined in the masterplan. Fiesta Centre for music and dance is a diploma project engaged in the theme of a city-wide cultural venue. It has been designed in a compact form with an elliptical layout so as to make up with the difficulties of the site. The building’s facade has a strong arched structure setting up a landmark in the park. The park is integral to the design. The auditorium provides with 970 seats and the stage is fitted with an elevating device to maximize the flexibility of the performance. Design includes foyers and the other visitors facilities, necessary staff and delivery background. 200 parking plots are placed in the underground.
Renewal of the Mill Grounds In Tasovice
Joja, Marie ; Sedlák, Robert (referee) ; Ponešová, Barbora (advisor)
The diploma thesis deals with the renewal of the Renewal of the Mill Grounds In Tasovice. The scenario of renewal includes four basic stages of recovery of the complex. In the first phase, grounds are cleaned and structures conserved together with defining exterior areas of the site that will be used for the second phase of temporary use in the form of cultural events of the village. In the third phase the approach is to restore individual objects and find appropriate functional content of each. The final stage is the functional filling of the entire complex and unification.
New scene of the Beseda House in Vyškov - neoplasm in a historical setting
Skrušný, Petr ; Plášil, Jiří (referee) ; Boháč, Ivo (advisor)
The plot is located in the very center of the town of Vyskov, in the perfect connection of the main pedestrian hub on Masaryk Square. This is an extension of the loose gap following the shield facade of the existing house of the house. The orientation of the parcel is northeast. The plot is located on the pedestrian passage through the main square, where I create a park with a paved area. The new building is adjacent to the parish church of the Assumption of the Virgin Mary, a baroque chateau and an object of the shopping center. The proposed object stops the vacant loop with the slate wall of the existing beseda house, creating the corner between Kostelní street and the pedestrian corridor from Masaryk square. The building itself has 5 above-ground floors, with terraced ramps to the raised corners of the building with the possibility of using roofs. The building is a structural reinforced concrete skeleton with monolithic beams and stiffening cores. The façade is a double-ventilated solution with internal glazing and an outer sheath made of stone, semi-transparent blocks mounted on metal frames. The construction is based on a base plate with feet under the support pillars. To prevent the foundations of the existing house of the house from being interrupted, the pillars of the pillars are separated by two meters from the house and the individual boards are monolithically insulated. The construction height of the floor is 4.5 m. 4 m clearance height 0.5 m floor composition for keeping the floors connected and connecting the old building with the new building. In the connecting part of the existing building there is a reconstruction and modernization. The connection of both objects is by means of a rubber expansion joint. The technical background of the building is located at the site of the building. The heating of buildings is solved by means of an air heat pump located on the roof with both air heating and cooling function. As an additional heating system there is an electric underfloor heating, which is a suitable solution due to the location of the photovoltaic power plant on the roof. The air exchange is solved by means of recuperation. The outlets are led by a shaft into individual floors, where they are led by the technical part of the building and then projecting in the soffit. Water heating is solved by solar panels located on the roof of the building with the possibility of water heating by electric energy. The produced energy is stored in the tanks and then distributed to the building. Rainwater is drawn into the sewer and is not used in any way. Escape routes are the main staircase with a fire safety lift, a staircase with a lift for the halls and the existing vertical communications of an existing house. Public lighting is designed with the illuminated joint of the front facade of the building, which creates a pleasant light effect. Parking space is provided in the vicinity of the building on Masaryk Square, next to the parks and the nearby parking spaces.
Socio-cultural centre with townhall for the district Brno-Kohoutovice
Valošková, Tereza ; Pechman, Tomáš (referee) ; Sochor, Jan (advisor)
From a theoretical perspective, concept of City Hall building is built on three values: openness, transparency and community support. I understand these values at two perspektive: literally, as access to buildings not only in the opening hours of the town hall, and figuratively, as openness to other than bureaucratic functions. Town Hall should also promote cohesion and dynamism of the local community. Not just a casual setting where people spend just a neccesary time, but a space where people will want to delay a meeting. The value of transparency in my political and social environment is essential. Town Hall can, and should, give citizens view into the working space officials, as well they should not be cut off from events in the city. Flow of information to and perceptions can be beneficial for both sides.
Timber structure of cultural hall
Zýbalová, Veronika ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing timber structure of the hall for cultural and social purposes. Designed structure has ground plan dimensions of 30 x 40 m and a height at the top of approximately 14,8 meters. The lateral main frame of a frame girder with an arched frame corner and an inclined column. The shape of the the lateral linkage is similar to the shape of a trapezoid. The load-bearing structure is designed from glued laminated timber. Stability of structure is secured by purlins, lintel, lateral bracings.
Cultural hall
Mihaliak, Ladislav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of the bachelor's thesis is the design of a steel loadbearing structure of a single-aisle cultural hall located in the town of Šamorín in Slovakia. Ground plan dimensions are 40 x 78 m. The main supporting system is composed of main trusses. The main truss is formed by an arch-shaped truss girder with a height of 1,7 m, which is on one side pinned on column and on the other side is pinned into foundation. Distance between main trusses is 6 m. Spatial rigidity of the structure is ensured by system of collar beams, longitudinal and sway braces. Thin-walled beams are placed on the system of main trusses. All bars of the structure are designed from hot-rolled profiles of class S355.

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