National Repository of Grey Literature 35 records found  1 - 10nextend  jump to record: Search took 0.02 seconds. 
Sports center
Rohlena, Jan ; Vitík, Jan (referee) ; Daněk, Lukáš (advisor)
The objective of the present thesis is to design a sports center and provide the relevant design documentation for it. The designed building is situated on a flat plot in Hradec Králové which is intended as a building plot or a sports/relax area. The designed sports center is a two-level building without cellar with a flat roof. The building foundations are designed as foundation strips, mainly from plain concrete. The external, loadbearing, and partition walls are designed with clay blocks POROTHERM. The floor structure is designed with prestressed concrete floor slabs SPIROLL. The thermal insulation is resolved with ventilated facade with facade panels. CEMBRIT SOLID. The building is divided into three individual functional units with one shared entrance. It consists of two sports halls with facilities designed for sportsmen and staff, and a gym together with the facilities for costumers. A restaurant and a kitchen are situated in the second floor.
Multifinctional gym hall
Holemy, Ondřej ; Párová,, Jitka (referee) ; Rusinová, Marie (advisor)
The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.
Nursery school, Polička
Švandová, Michaela ; Peterka, Tomáš (referee) ; Müller, Jan (advisor)
Master thesis Kindergarten in Polička is processed in the form design documentation for the construction. Two classes are designed in the building, each for 25 children, kitchen, technical background and facilities for staff. Part of the building is a large garden. It is a detached building with one floor and the part of the building with the basement. The surrounding terrain is slightly sloping. The building is made of masonry system on the concrete strip foundations. The building is insulated with contact thermal insulation system. The part of building is roofed with mono-pitched roof and the other parts are roofed with a flat roof.
Design of various ways of carrying out the ceiling construction of a family house
Klust, Vojtěch ; Šulák, Pavel (referee) ; Kostiha, Vojtěch (advisor)
Bachelor´s thesis deals with the design of floor structure of detached house made in three variants. In the first variant floor structure is made by reinforced concrete two way slab. In the second variant floor structure is made by prefabricate prestressed concrete floor slab SPIROLL. The third variant is filigree floor slab which are then concreted. The thesis includes a structural design as well as drawings, All calculations were performed in accordance with applicable standard.
Implementation of production hall gross superstructure
Kvapil, Michal ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
Writing of this bachelor thesis was stimulated by the construction of a new production hall in my hometown. It had been a long time since a similar project was dealt with in this town, and therefore it aroused my interest. The bachelor thesis includes the description and technical documentation for the construction of the reinforced concrete building frame of the production hall of the M&T company in Dobruška. The aim of this thesis is to solve the method and potential problems of the construction. I focused on the ceiling of the administrative part of the building. Contrary to the original technical documentation, I suggested cheaper and more time-saving solution of the ceiling: using the prestressed hollow core slab SPIROLL instead of the reinforced concrete composite floor slab FILIGRAN and concreting of the ceiling. I suggested this solution on the basis of my personal experience with the implementation of various types of the ceiling, and the subsequent analysis of their advantages and disadvantages. My suggested solution of the ceiling caused the reduction of this stage’s costs by 13% and the time reduction by 71% of working time. The other aim of this thesis was to solve the problems with the excessive and oversize transportation of the reinforced concrete roof trusses. In the end, these transportation problems together with the financial aspects resulted in the revision of the original technical documentation. The investor decided for the less demanding solution of the construction and for the shorter span of the hall. As for the concreting machinery, I suggested to use the machines (mixer truck and mobile concrete pump) from the nearby concrete plant to reduce the total transportation costs. The main contribution of the bachelor thesis is acquaintance with the construction of the reinforced concrete building frame and with practical verification and comparison of two different solutions of one construction with respect to the financial and time investments
Mixed-use Building
Walek, Jakub ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
The purpose of this diploma thesis is processing of ducumentary for mixed-use building in cadastre unit of village Vendryně. This building plot is situated on the outskirts of Vendryně. New building is designed as detached building, without cellar, with four floors. Wall structural system of building is made by sand-lime block. Floor and roof structure is consists of prestressed concrete floor. Roofing of house is made by flat green roof. On the first floor there are café, travel agency, dental laboratory, technical place and storage. The second floor is stated for administrative purposes. There are some offices, staff facilities, sanitary and technical places. On the third and fourth floors is situated dwelling unit. Three flats are in third floor and two flats are in fourth floor. Size of flats is designed as 2+KK and 3+KK.
Guesthouse "U ODry"
Spáčilová, Kristýna ; Nováková, Eva (referee) ; Kolář, Radim (advisor)
The subject of this diploma thesis is the project documentation of the new building - pension U Odry in Přerov-Kozlovice. Accommodation capacity is 36 people. In the pension there is also restaurant. The building is designed as a three-storey. On the first floor there are rooms for guests entering the accommodation facility, facilities for accommodation, technical facilities of the building and the restaurant, including premises for its operation. There are guest rooms on the second and third floors. The bases are made up of strip foundations. The external loadbearing mansards and partitions are made of YTONG lightweight concrete blocks. The internal loadbearing masonry is made of SILKA lime-sand blocks. The ceiling structure is designed from SPIROLL prestressed concrete floor slab. The roofing of the building is solved using flat vegetation roofs.
Under the castle accommodation
Novák, Tomáš ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The diploma thesis deals with the design of the boarding house located in Lipnice nad Sázavou district of Havlíčkův Brod. The thesis contains complete design documentation for building construction, including assessment in terms of building physics and buildings fire protection. The construction has a U-shaped platform, with two-storey buildings facing each other, connected by a single-storey middle part, where house background is located. We will find here restaurant, kitchen, playroom, wellness, two barrier free rooms, thirteen regular double rooms and eight two-room apartments Construction is brick of sand-lime blocks, insulated by contact thermal insulation system. The ceilings are made of prestressed concrete floor slab. The roof above the two-storey buildings is saddle roof, where the load-bearing structure is formed by a truss. On the single-storey part there is a flat roof, where the supporting structure consists of prestressed concrete floor slab.
Precast construction of production complex with administration
Škoda, Martin ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
This Final thesis deals with the desig of main supporting structure of the precast concrete frame. Calculation of internal forces is made by sofrware system Dlubal RFEM. For the assessment were selected two most loaded beams with corresponding columns and calyx on the pilot. This thesis contains structural design, mounting report, sectional calsulations of selected elements, mounting details, workshop documentation of selected elements.
Boarding House
Balážová, Pavla ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
The subject of this diploma thesis is a project for design documentation of boarding house which is oriented at south Moravia in the village Pavlov. The object is solved as four-storey with a partial recession of the first floor into the terrain. Boarding house will serve for the accommodation of 52 people. In the first floor, there is an entrance hall with reception, relaxing area and technical equipment of the building. In the second floor, there is a restaurant with a terrace and all necessary facilities for guests and restaurant staff. Two second highest floors are determined for guest accommodation. The construction of foundation is made from strip foundation. The structure is from bricks with monolith reinforced concrete frame in the first floor. It is a longitudinal wall system transversally reinforced by staircases. The perimeter walls will be insulated with ETICS system. The ceiling will be created from the prestressed reinforced concrete panels. Construction of roof is made from truss girders saddle type.

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