National Repository of Grey Literature 229 records found  1 - 10nextend  jump to record: Search took 0.01 seconds. 
Sport hall and its facilities for the elementary school Hudcova 35, Brno
Šmajda, Róbert ; Klimecký, Martin (referee) ; Gerö, Jiří (advisor)
The subject of the thesis is the design of the SPORTS HALL AND ITS FACILITIES FOR THE PRIMARY SCHOOL HUDCOVA 35, BRNO. The diploma thesis directly follows on from the developed urban planning study from subject AG056 - Pre-diploma project. The elaborated architectural study deals with the object of the sports hall and its facilities serving primarily elementary school students, fans of recreational sports, but also the general public. The addressed area is located in the Brno-Medlánky district. The building plot is spread over a slightly sloping terrain. The plot itself is currently surrounded by mostly flat fields, pastures and a historical park. The study of the sports hall, as well as the urban study of the territory, respects the surrounding terrain and the natural character of the landscape. It simultaneously recognizes pedestrian and traffic communication directions and connections to the immediate surroundings. The proposed hall together with the background, a tribune for 300 spectators, a multifunctional hall and a clubhouse with a buffet has the shape of a pure block cut into the terrain. It uses materials such as wood, glass and concrete. It consists of 3 floors and an entrance mezzanine. The balance between the proposed sports hall, the expression of respect for the current natural scenery and terrain relief is taken into account in the architectural expression of the entire object.
Sports relaxation center Lipno
Schuster, Miloš ; Dohnal, Jakub (referee) ; Pěnčík, Jan (advisor)
This diploma thesis consists of a project of a sports relaxation centre in Lipno. The object is designed to be suitable for accommodation, catering and sports purposes. The building has atypical floor plan with a flat roof above the accommodation and catering sections. Above the part for sports purposes there is a sloping roof. In the basement, a corridor for running, a technical room and wellness facilities such as whirlpool, sauna and massages, could be found. On the first floor, there is catering section, in the southern part of the first floor there is accommodation section and in the northern part sports hall, gym and squash courts with appropriate facilities. The second floor copies the first floor with its similar purposes besides the fact that there is no catering section.
Multifunctional House
Hetych, Martin ; Janík, Zdeněk (referee) ; Kalousek, Miloš (advisor)
This thesis focuses on the design of a multifunctional building in the village Nebovidy. The building will be used for sports, cultural events, entertainment and administrative activities. The building is located in close proximity to the municipal office. The building is divided into two buildings - rear hall with offices and a hall itself. Background has 3 floors and a partial basement. The structural system is a wall with a gable roof with dormers. Hall has a supporting structure made of steel and is partially sunk below ground level.
Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
Sports hall
Návarová, Michaela ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The thesis proposal is developed wooden structure sports hall. The hall is designed for general sports (handball, football, tennis, volleyball, basketball). Plan dimensions of the hall are 26,5 m x 45 m and variable height.The structure is designed for the České Budějovice. Carrier enclosure is designed from the glued laminated wood with axial distance of 3 m Purlins are designed as simple beams with axial distance of 2,5 m and PUR sheathing panels are used. Articulated connection is made with steel pivotal connections.
Sports hall
Hindráková, Kateřina ; Mazánek, Pavel (referee) ; Moudrý, Ivan (advisor)
The aim of this master‘s thesis is to design a sports hall including an accommodation facility in Hradec Králové. Sports hall is situated in a town district called Věkoše. It is tree-storey building equipped with combined pillar‘s and wall‘s support system. Building is founded on solid slab and propped piles. Pillars are made of steel, walls are made of ceramic bricks and curved roof is made of gluelam beams and roof trusses with aluminum cover system Kalzip. There are two single ply flat roofs. Also basement is a part of the building. For spectators two separated auditoriums with steel support system are designed. The accommodation for twenty people was split into ten rooms. It is designed as barrier free building for both sportsmen and audience.
Steel Structure of a Sports Hall
Smrčka, Václav ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor’s deal with supporting with steel structure sports hall. As the mean material of bering elements was designet steel S235. The building has an rectangular shape with dimensions of 36x48 m. Clear hight at the highest point is 15,3 m. The supporting structure consist of colums and arched truss girder. The distance of each cross links sis 6 m. In the structure design is deal with four variant transversál frames. For the chosen variant is further processed a static calculation of the main structrual elements including selected details and drawing documentation.
Ventilation of sports hall
Urban, Ondřej ; Blasinski, Petr (referee) ; Uher, Pavel (advisor)
The master thesis deals with flow modeling in the CFD program. By means of which the opti-mal version of the air distribution diffuser in the sports hall will be selected. The first variant will bring fresh air through textile diffusers. The second variant will bring fresh air through flooded large circular diffusers. The tested parameter of the indoor environment will be the flow velocity and the age of the air. The better-performing version will be processed as an implementation documentation.
Sports hall
Štelc, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
Multifuntional Sport Hall
Škatula, Václav ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis presents a project of a load bearing structure of a multifunction hall that has a rectangular ground plan and also deals with the assessment of the project. The object is situated in the urban area of Ostrava. The task provides two versions of design. The first version consists of ten traverse joining beams witch are distanced five meters from each other. The second version consists of six traverse joining beams witch are distanced nine meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.

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