The aim of my master´s thesis is a new sports center project in Havlíčkův Brod in neighborhood of sports complex Na Losích on plot no. 561/1, 564/17. The land is slightly sloping and their total area is 12574 square meters. The building of the sports center is designed as a two-storey, with a cellar, with a dominant part of the multipurpose sports hall. The vertical supports construction consists of a reinforced concrete monolithic combined system. In the sports hall, the supports construction consists of a skeletal structure made of steel rolled elements in combination with reinforced concrete monolithic columns. Vertical peripheral construction are equipped with thermal insulation system with perforated sheet metal. The foundation building construction is designed as a monolithic foundation slab serves as a white bath. The horizontal supports construction are designed from prestressed SPIROLL slabs. The roof construction is designed as a single-layer vegetation flat roof. The roof supports construction of the sports hall is designed from steel-truss girder with supporting trapezoidal sheet. The designed sports center has 3 functional parts. It is a multifunction sports hall with facilities for athletes on the underground floor. The second functional part on the first floor is a sports bar connected with the main entrance hall and a bleacher with a capacity of 400 persons, which is located in the sports hall. The third part consists of a separate section on the first floor for athletes using the adjacent outdoor playground and the main part is located on the second floor, which serves as a facilities for TJ Jiskra club management, then there is a VIP zone, a clubroom and a small exercise room with facilities.

The Subject of these thesis is project new sport hall for Fire sport. The building is divided to two parts connected together. First part SO01 is main sport hall, second SO02 is background for sportsmen. The Building SO01 is making from LLENTAB system. The main support elements are from steel thin-walled profile, This part is single-storey building, without basement, build on foundation pad. Building SO02 is making from hollow bricks Heluz, floor structure is from prestressed concrete panels. The building has two floor with flat roof, build on concrete strip foundation. External wall is contact thermal insulated by mineral wool. All building is design according valid building standards.

The master’s thesis is focused on a design of reinforced concrete prefabricated skeleton of the sports hall. Object of the design is internal traverse frame of the hall which consists of reinforced concrete prestressed truss, columns and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawings of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analyzed.

The goal of this master´s thesis is to design load bearing structure of a sports hall. The thesis is elaborated in two variants of the structure design of the sports hall for common types of sports (handball, footsal, tennis, volleyball, basketball). The ground plan dimension is 42 to 72 meters and the construction height is 8 meters. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: glue laminated timber truss, wood purlins, steel beams, rods and bracing, columns, which together with the transverse girders are linked and foot and anchoring. The selected variant is also further developed. Part of the work is drawing documentation of the choosen variant, disposition drawing and drawings of the selected details.

The theme of the master’s thesis is to design steel structures sports hall. The proposal is developed in three variants according to ČSN EN. The work addresses the static effect of the steel structure and design of parts and materials design. Plan dimensions are 60x38m, max. internal height is 9,3m. The structure is designed for ultimate limit states and serviceability. The supporting structure is designed as roof arches surround an elliptical girder. In both gable walls are designed steel columns. The work also details and solution design. Sports hall was solved in Scia Engineer 2011 and includes a drawing documentation.

The theme of master’s thesis is the newly built sports center in Rosice. This work aids to develop design documents for building construction. The building is partial basement, four-storey. The building is designed of systém Heluz with cast-in-place reinforced concrete floors. The roof construction is single-flat, over part of the building is composed of timber truss Gang-nail. In the building there is the bar with bowling alley, squash, small multipurpose sports hall, fitness room, table tennis and spinning. In the basement are designed three saunas. Tennis courts with playground are outside next to the building.

The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The floor plan measurements of the object are 38x54 m with the maximum ceiling height of 9,5 m. Final design variant was chosen on the basis of two preliminary drafts, both processed according to standard ČSN EN. The structure is designed with respect to ultimate and serviceability limit states. The construction consists of 10 cross-links spaced by 6,0 m. The spatial rigidity of the structure’s main load-bearing system is provided by spatial elliptic trussed girders, longitudinal and sway bracings. Roof cladding is carried by purlins placed on trusses. Steel columns are designed as a part of gable walls. The project was carried out in Scia Engineer 2014 software. Some particular elements were subsequently assessed by means of manual calculation. The thesis also includes assessment of joints, construction details and drawing documentation.

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.

The diploma thesis is focused on rainwater reuse in the sports and cultural center and elaboration of project sanitary equipment installation. The theoretical part of the thesis is focused on performance issues rainwater reuse in the buildings. In another part of thesis are drawn calculations with three variants of the design volume storage reservoir for rain water. The drawings are part of the project.

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.