The subject of this thesis is the proposal of main supporting steel structure of multipurpose sports hall with the floor plan dimensions of 36x45 meters. Location of the building is in Znojmo. Total height of the structure is 16 meters. The support structure material is 235 JR. Construction is drafted in three possible options. For the selected option is elaborated project documentation and calculated guide details.

Hur ritar man en bra skola? Rolig, stimulerande, trivsam och trygg. Frisinnad nog att delta i skolans process av ofärdighet i idog strävan mot ständigt nya färdigheter. Som utvecklas hand i hand med eleven, läraren och pedagogiken.

The subject of the diploma thesis is design and structural analysis of the sports hall. The building is located in Pardubice city. The dimensions of a floor plan are 45,5 m x 30,0 m, the height is 13,0 m. There is a sport facilities unit adjusted to the construction. The dimension of such an object is 39,0 m x 10,0 m. The load-bearing structure consists of truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6,5 m. The supporting part of the roof deck consists of solid-purlins. Space stability is ensured by cross bracing and longitudinal bracing. All bars are rolled steel profiles and are designed according to current ČSN EN standards. Steel S355 is used as the construction material. In this work is processed a structural design report of main elements including connections and drawing documentation.

The master's thesis deals with the project of the new building of the Sports Hall in the Staré Město at the stage of project documentation for the construction on plots 2420/1, 2420/41, 2420/42, 2420/43, 2420/44, 4568/38, 6277/2, 6277/3 , 2517/4. The plots on which the construction is proposed are flat or slightly sloping. The building has no basement, has two floors. The perimeter structures in the locker rooms are designed from ceramic blocks of the POROTHERM system, including the thermal insulation system according to the principles of ETICS, and in the gym from the curtain walling of the KINGSPAN system. Horizontal structures are folded prestressed ceiling panels SPIROLL. The cloakroom building is covered by a warm flat roof, and the gymnasium by barrel roof made of glued laminated girder. In the sports hall, 5 changing rooms are designed, including sanitary facilities, then facilities for the operation of the hall and refreshments for spectators.

Leisure center The main task of the master thesis is to design a new leisure center in Vyškov. The building is divided into the two parts. The main part has two floors with reception, entrance hall, classrooms, offices, a utility and boiler room, a dance or theatre hall, a changing room, and a toilet. The second part includes sports hall. The load-bearing walls are designed from Porotherm ceramic blocks with external thermal insulation composite system. Floor structure are designed from reinforced concrete. The main building has a flat roof, the sports has a saw roof structure. Envelope walls are insulated with ETICS. The building will be heated by a condensing boiler. It will have mechanical ventilation, integrated photovoltaic panels on the roof of sports hall to reduce electricity consumption and LED lighting. The theoretical part is to design an operating rule of the building. The operating rules are part of the facility management, which takes care of ensuring ideal conditions for the development of the main activities of the leisure center.

The work deals with the ventilation system for the gym. Air conditioning ensures forced ventilation and air supply adjustment to ensure the required temperature and humidity of the indoor climate. The theoretical part is focused on air distribution in ventilation systém.

Koldioxidutsläppen i världen orsakar stora miljöförstöringar och byggbranschen står för en stor del av utsläppen. Samtidigt som utsläppen behöver minska finns ett behov av att bygga fler idrottshallar i Sverige. Utöver det behöver även kostnaderna hållas så låga som möjligt. Därför syftar denna studie till att klargöra hur stor skillnaden i pris och koldioxidutsläpp är beroende på val av pelare i ett verkligt fall. De pelare som undersökts och jämförts är varmformade konstruktionsrör (VKR), kallformade konstruktionsrör (KKR) och energisnåla kallformade konstruktionsrör (Zero KKR). För att genomföra studien dimensionerades pelare till en idrottshall enligt europeiska standarder, så kallade Eurokoder. Dimensioneringen utgick från stålleverantören Tibnors sortiment. Information om pris och koldioxidutsläpp för de dimensioner som togs fram samlades in från Tibnor och dess återförsäljare. En sammanställning av informationen gjordes i tabeller och diagram för jämförelse. Resultatet visar att det totala priset för pelare till idrottshallen är 20,7% lägre vid val av KKR istället för VKR. Jämförelsen visar även att det går att göra en utsläppsbesparing på 8,7% genom att, genomgående, välja KKR istället för VKR till pelare för den idrottshall som undersökts. Med Zero KKR skulle det vara möjligt att minska koldioxidutsläppen pelarna till idrottshallen orsakar med ytterligare 66,8% och slutsatsen kan dras att användning av Zero KKR alltid skulle bidra till en markant minskning av koldioxidutsläppet. / Carbon dioxide emissions worldwide cause significant environmental damage and the construction industry is responsible for many of these emissions. At the same time that emissions need to be reduced, there is a need to build more sports halls in Sweden. In addition, costs also need to be kept down. Therefore, this study aims to clarify how big the difference in price and carbon dioxide emissions is depending on the choice of columns in a real case. The colums that has been investigated and compared is Hot-Formed Hollow Sections, Cold-Formed Hollow Sections and the energy efficient Zero Cold-Formed Hollow Sections. To do the investigation, columns for a sports hall were dimensioned according to European standards, so-called Eurocodes. Dimensioning was based on the steel supplier Tibnor's range. Data regarding price and carbon dioxide emissions for the dimensions produced were collected from Tibnor and its dealers. A compilation was made in tables and charts for comparison. The result shows that the total price for the columns to the sportshall is 20,7% lower for Cold-Formed Hollow Sections than Hot-Formed Hollow Sections. The comparison also shows that it is possible to save 8.7% on emissons by consistently choosing Cold-Formed Hollow Section instead of Hot-Formed Hollow Sections as pillars for the investigated sports hall. With Zero Cold-Formed Hollow Sections, it would be possible to reduce the carbon dioxide emissions for the columns of the sports hall by a further 66.8% and the conclusion can be drawn that using Zero Cold-Formed Hollow Sections would always contribute to a significant reduction in carbon dioxide emissions.

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.

The theme of my diploma thesis is reconstruction of old exhibition hall “B” of BVV Trade Fairs Brno which is located at Křižkovského street near BVV gate no. 4. The exhibition hall is converted to multifunctional sports hall. This function is result of complex urban analysis, which was theme of winter semester thesis of the academic year 2017/2018. The exhibition hall gets a new curtain wall facade. Curtain wall sustains of steel construction and semi-transparent polycarbonate panels. The study converts rooms according to new usage of the hall. There are smaller halls for indoor sports, dividable central hall, tribunes, bars, locker rooms, roof wellness and outdoor multifunctional playgrounds at the roof of the hall. The study takes advantage of uncommon technical solutions of the hall. For example bridge crane which is newly used as carrying construction for LED multimedia cube.

The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.