|
|
Office building Energis
Haša, František ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
The main goal of this thesis is elaboration of a project documentation for the building permission of nearly zero energy office building with BIM, and assessment of the designed building by methodology for multicriteria evaluation of buildings. The building is located on a slightly sloped site of former military barracks in Valašské Meziříčí. The building is intended as offices for ENERGIS company. The building has rectangular floor plan (approx. 32 x 22 m). The building has three floors. There is café, reception, technical and storage facilities on the first floor. The second and third foor contain offices, meeting rooms and staff facilities. All floors are wheelchair accessible. The building has a cast-in-place reinforced concrete frame and warm flat roof. Infill walls are made of ceramics blocks. The facade wall is covered with ventilated facade with timber cladding.
|
|
|
Office Building
Marek, Václav ; Ostrý, Milan (referee) ; Struhala, Karel (advisor)
The thesis describes design of an L-shaped two-storey office building in Chotěboř, which can work with saving energy and be careful to nature. Using renewable materials and new technical equipments. At the end of the design, there should be a building that will be architecturally interesting, energy-efficient and use renewable resources. It is a two-storey building, which is designed for office working and one part of building can be used for teaching science. Main roof on administration part has saddle shape, second roof on part which science centre has flat roof. Both roofs are intensive green roof overgrown with plants. For day illumination, there are design French windows with openings parts. Most of the first floor and the whole second floor belongs to offices and auxiliary staff rooms, toilets, etc. First floor also includes a small training centre with one classroom and necessary facilities (toilet, staff room, etc.). The load-bearing structures (foundations, walls, columns, floor and roof slabs, etc.) are designed from cast-in-place reinforced concrete. Load bearing vertical elements are walls, columns, and posts. Part of the first floor exceeding the layout of the second floor is covered with a flat green roof. Second floor is covered with a saddle green roof. All drawings and 3D rendering were done using ArchiCAD software.
|
|
| |
|
|
Technology and Innovation Centre Telč
Klímová, Adéla ; Štikar, Jaroslav (referee) ; Nový, Alois (advisor) ; Donaťáková, Dagmar (advisor)
The task of the assignment was to design and technological innovation center, which would enable small and medium-sized enterprises to introduce advanced technology competitive in the national and international scale. Used should be the transfer of technology from research and university institutes. In the context of Telč with its specific environment here, however, can not accommodate any activity. Therefore should be built in such building structures that allow for flexibility and change users, including variability in surface require for their production activities. The solution subject is new building of production halls. The building site is located in Telc, on sloping ground near the Třebíčská street. This is a one-story buildings that are build to each other in level , thus using gradient terrain. Administrative and office building has two floors and is located at the entrance to the complex. Around the buildings are paved parking areas, pedestrian areas and there are too green areas with trees allowing a short rest in the summer.
|
|
|
Static analysis of the office building
Golisová, Michaela ; Mašek, Jan (referee) ; Vlk, Zbyněk (advisor)
This bachelor thesis contains design and structural analysis of monolitic reinforced concrete frame structure of a high rise office building. Spatial bar model was created from my own design using RFEM software, in which it was then linearly statically analysed using Finite Element Method. RF - CONCRETE plug-in was used for prelminary design of necessary reinforcement.
|
|
|
Industrial Building
Tretyakov, Alexey ; Mládek, Jan (referee) ; Brukner, Bohuslav (advisor)
In this thesis is solved detail design of industrial building. It is a new storage hall and connected to it the two-story office building. Building is located in the production area of factory, on the cadastral area Holice u Olomouce. The purpose of the building is storage and expedition of the products. In areas of an office building is located facilities for staff of hall and office workspace. Handling products in the hall will be performed by a forklift. The building is designed for a capacity of 15 employees. The office building has a load bearing structural system. Walls and ceiling structures are made up of panels of filigree. Foundations, including flooring of the first floor, are constructed from waterproof concrete. The office building is roofed by flat roof. The main supporting structure of the storage hall is designed as precast reinforced concrete frame. Cladding consists of insulating panels. Like in the office building, the hall is roofed by flat roof. Due to anticipate of the differential settlement of the office building and the storage hall parts are separated by a dilatation joint.
|
|
|
Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
|
|
|
Business and office centre
Novotný, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this master´s thesis was design and analysis of a steel supporting structure of a building for business and administration purposes in Ostrava. It includes an assessment of the main load-bearing construction elements and the selected connections. The thesis also contains the design documentation of the building and compares two different variants of the steel construction design.
|
|
|
Office Building
Poláček, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
Master's thesis is follow up with the disign of the load bearing structure of a office building. The building is designed for the area of Svitavy. The plan's dimension are 54,0 x 54,0 m. The objects has 10 floors. Load-bearing structure is disigned in two variants. In the variant A is centre to centre spacing 6m, in variant the B it si 9m. The coulomns and floor structure are composite steel-concrete. Thesis includes drawings.
|
|
|
Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
|
guest ::
