"A significant work of architecture is never the product of a single individual. It is always a collaboration with history and tradition, with the silent wisdom of the discipline of architecture. An architect who understands the essence of his craft accepts his role as a builder of a tradition, and he places his work in the context of this continuum with combined humility and pride." Juhani Pallasmaa. / Master of Architecture

The subject of this diploma thesis is to elaborate documentation for construction - new building of climbing center. The building is located in northern Bohemia, in the village of Litomerice. The design emphasized the highest possible quality for climbing and facilities for athletes also. For this reason, the center has two climbing walls focused on different climbing disciplines. There is also a café-bar. Secondary the space can also be used for education and training in the field of work at heights, safety in the mountains, etc. The building has 3 above-ground floors and a basement.

This work presents the indoor climbing walls in climbing centers for the public in Prague. It creates an overview of qualitative and quantitative characteristics of indoor climbing walls in Prague. Thesis allowing ordinary users and the general public interested in climbing easier selection of the appropriate climbing wall according on their level, the safety requirements, background, but also the place of residence.

Deep Wild är ett företag som bland annat   specialiserar sig på produktutveckling och byggande av äventyrsanläggningar.   Kunder till företaget har efterfrågat ett typ av äventyrstorn som det är   möjligt att åka zipline från samt utföra andra aktiviteter såsom klättring   på. Då Deep Wild inte har egen kompetens gällande dimensionering och   projektering av denna typ av torn har en förfrågan skickats ut till studenter   för att se om det fanns intresse att ta fram en lösning på utförandet. Syftet   med arbetet är att undersöka hur ett äventyrstorn som detta kan konstrueras   och ta fram en lösning på utförandet. Tornet dimensioneras enligt gällande   Eurokoder. De laster som genereras av specialutrustningen tornet förses med   finns i Svensk Standard. Två lösningar på möjliga utföranden tas fram, ett   med alla bärande delar i stål och ett med lämpliga bärande delar i trä. Dessa   jämförs sedan med hänsyn till lämplighet. Det visar sig att det finns många   fördelar med att bygga tornet med enbart stålprofiler. Med stål som material kan   alla bärande delar köpas ur det lagerförda sortiment som erbjuds på   marknaden. Med trä finns inga lagerförda dimensioner att tillgå för de laster   som uppstår. Vid de knutpunkter som dimensionerats visar det sig att de   utförda i stål enkelt kan utföras så att de har mycket god säkerhetsmarginal.   Knutpunkterna i träkonstruktionen klarar de dimensionerande lasterna endast   med små marginaler. Genom att mer specialanpassa utseendet hos konstruktionen   och dess verkningssätt så kan möjligtvis utförandet i trä gynnas. En   prisjämförelse mellan de två materialen visar att skillnaden i materialpris   är försumbar i sammanhanget. Två alternativa stabiliseringssystem undersöks   för tornet. Det ena är att staga med en fackverkskonstruktion som använder   sig av dragna stålstänger och tryckta strävor av respektive   utförandematerial. Det andra är att staga tornet genom skivverkan i   klätterväggen som uppförs på tornets ena sida. Skivverkan har sina fördelar   då det möjliggör tryckta strävor på olika höjd i tornet. Fackverkskonstruktionen   är dock att rekommendera då denna kan dimensioneras att ta avsevärt högre   laster. Det naturliga nästa steget i arbetet ligger i att ta fram ett   förfrågningsunderlag tillräckligt komplett för att kalkyleras. / Deep Wild is an   adventure company which specializes in product development among other   things. Customers of the company have been asking for a tower from which it’s   possible to exercise different kinds of adventure activities, such as   ziplining and climbing. Deep Wild doesn’t have in house experience from   constructing supporting structures that are not directly related to the   special equipment used to exercise these activities. Therefore students have   been asked to find a solution on how to construct a tower like this. The   purpose of this study is to investigate how an adventure tower can be   constructed. The tower is structurally designed using Eurocodes and the loads   generated from the activities exercised appear in European Standard. Two   possible solutions for the construction is developed, one with all supporting   parts in steel and one with selected supporting parts in wood. These are then   compared to each other with regard to their performance. The results show   that there are many advantages using only steel profiles. All steel profiles   required for the construction can be bought out of existing stock from   producers. To use wooden profiles it is required to place orders on standard   dimensions that are not part of the producers existing stock. The joints designed   shows that using steel profiles these can easily be designed to provide a   high safety margin. The joints designed using steel connectors to wooden   profiles provides enough support only with small safety margins. By adjusting   the design of the towers supporting system the use of wooden profiles could   possibly be benefitted. A price comparison based on the price of material   shows that the difference between laminated timber and steel in this   construction is negligible. Two alternative ways of stabilizing the tower   have been investigated. One with tensioned steel bracing and compressed   bracing using the different construction materials. The other one using wall   diaphragms on the side of the tower clad with climbing wall. The wall   diaphragms method has its advantages because it makes it possible to place   compressed bracings on different heights in the tower. The system with   tensioned bracings can take higher loads and provide better safety margins   and is therefore the recommended way of stabilizing this tower. The next step   of this project is to provide complete enough material to calculate the cost   of constructing. / <p>Betyg 2018-06-05</p>

The topic of this master's thesis is the revitalization of the former Spartakiad stadium. Nowadays it functions as a sports complex Ohrada, which is in neglected condition and not widely used. The area is located at the southern edge of the city Vsetín and is defined by a 1st class road from the northeast, Vsetínská Bečva from the western and agricultural areas from the southern side. Above Bečva, the Bečevná hill rises and together they create a pleasant, out-of-town atmosphere with a great potential. The priority of the proposal was to create an attractive place with a variety of sports and recreational activities for all ages. However, at the beginning it was necessary to somehow insulate the area from the overpass. Therefore a sports and recreation facility was designed at the entrance to the area - it copies the shape of the road and forms an imaginary entrance gate to the zone. A car park was designed under the overpass, so the rest of the area remained exclusively for pedestrians. Sufficient distances among the individual sports grounds are supplemented by recreational areas of greenery. Most playgrounds are designed as multi-purpose, for greater variability of the territory. The buildings have a maximum of two floors and they are located in a way not to disturb the views of the recreational areas. They contain sports facilities as well as a wide range of interior activities. Three materials are used on all the buildings - wood, steel and glass, complemented by neutral white plaster. Therefore, the area operates in a comprehensive and uniform manner.

The subject of the diploma thesis is design a new building with a camping in the village Šoporňa. The building is situated near the river Váh on flat terrain. Emphasis was placed on the total visual impression of the building on its stand out from the surrounding landscape. The building will serve as a recreation building with the possibility of short and long-tern housing. There is a restaurant with outdoor seating and an accommodation capacity for 90 people, trade with sport equipment, service for vehicles and boats, garage for boats, a 11,6 metres high climbing wall, conference rooms and halls for exercise. The building has three floors above and no basement. The project includes a flat roof with an attic.

The goal of this thesis is to elaborate project documentation of new sports centre. The building is situated on a plot No. 1930/48 of the cadastre territory in the town of Pacov. It is a building without cellar with two above-ground floors part on the area of 595,6 m2. The first floor part circuit structure consist of reinforced concrete walls with an outdoor climbing wall. The roofing is the mono-pitches roof with glue laminated timber beam and purlin with metal roofing. The building features an indoor climbing wall and a bar with seating. The second floor part is made of wooden CLT panels, the roof is designed as a green flat roof. This section provides facilities for athletes and staff and exercise halls. There are 50 parking spaces for cars in the building.

Main subject of this work is design of childrens playgroung elements. In this work there is also presented analysis of existent theme. I have designed a few variations, from which I chose the best solution. This solution I worked out in technical, aesthetic and ergonomical aspects. Designed elements match current requirements of safety standards.

In this thesis I solve draft of new building of sport´s centre on the level of documentation for construction. The house is located on the outskirt of Kroměříž. It is a building without the basement which consist of one floor part and three floor part on the area of 531,73 m2. The plot´s terrain is flat. The circuit structure consist of reinforced concrete walls with ventilated facade – metal and wooden. Above one part of the floor plan there is flat green roof, above the other ther is barrel roof with glue laminated girders and compact roofing made of foamglass and metal sheet. In the building the is a hall with climbing wall, two smaller halls and one bigger, sanitary facilities for visitors and cafe/bar.

The work follows training and education in climbing. At first, the theoretic part introduce climbing like a unit and show its history and sections. Then follows education, climbing rules, ethics and nature protection. At last, there are present climbing informations, completed with theory, practise and methodology of climbing education. The practical part is focused on concrete dates gaining about training and education in clubs of Czech mountaineering association and confirming the truth of research hypotheses made according to the theoretic part. The work is generally aimed to introduce a process of training and education in climbing and give actual informations about it, prooved by research.