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Nursery school in Sedlejov
Pavlů, Iveta ; Beneš, Milan (referee) ; Petříček, Tomáš (advisor)
The master thesis with the name Nursery school in Sedlejov solves project documentation in the degree in building construction. Nursery school has two floors. The object is without a cellar. As roofing is used a flat roof. Walling system is called POROTHERM with contact insulation from mineral cotton wool.
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High school Ústí nad Orlicí
Kovaříček, Jakub ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
This thesis solves the construction area of High school building in Ustí nad Orlicí deals with the main building of the complex. The High school will be located in the district town of Ustí nad Orlicí, in the district on Štěpnice, this is a developing area on the outskirts of town. The building will serve as a high school facilities, with a capacity of 360 students and 20 teachers and 10 other staff. The main building of High school is designed as a three-storey building, its shape resembles the letter T with a smaller spur of handstand. The building is roofed single-roof with vegetative planting. The building is built of structural system POROTHERM masonry blocks with precise thin cleft. Ceiling design floors form the hollow prestressed ceiling panels Spiroll from Goldbeck over the main entrance consists of reinforced concrete ceiling construction cross reinforcement plate, then the ceiling structure made of suspended ceiling drywall. Dominating the lecture hall buildings form a stepped podium staircase and from outside the auditorium finish of brick strips Klinker, located above the main entrance to the building. The building is adapted for wheelchair use. Work includes documentation and drawing part, that is handled as a detailed documentation.
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New building of detached house
Strašilová, Kateřina ; Komínková, Kateřina (referee) ; Petříček, Tomáš (advisor)
The project is a newly built detached family house in the cadastral municipality Králův Dvůr. It is a building with two floors and a basement designed for four people. In the basement there is a garage , sauna with rest room and gym. The main entrance is on the first floor , where there is room for daytime operation. On the second floor there is a room for rest - Night of the object. The building is covered gable roof dormers with aisle . Above the building is designed as a flat roof terrace . The facade is made of white plaster solved and the parts are facing imitating wood .
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Park of Culture Brno
Tesařová, Zuzana ; Fišer, Jiří (referee) ; Odvárka, Antonín (advisor) ; Petříček, Tomáš (advisor)
The goal of this project is to design a new cultural and social center in Brno on the Mikulasek Square, Starý Lískovec. The main idea of the project was not only to design a building that would perfectly serve its purpose, but it was also to create a lively enviroment to meet people and to spend the leisure time. It was not required to detract the green areas in this housing estate. So there was a park created on the new building’s roofs. This is how the omitted place got its character and use. There are two buildings designed under the ground level and a bridge that helps the continuity of the park. On the south side in front of the main entrances there is a space with outdoor stage and auditorium followed by a wide ramp that meanders between the two buildings. The ramp was situated to the center of the project in order not to set aside the invalids. In front of the buildings there is also an area called ‚park square‘ which is formed by an irregular grass surfaces and pathes that lead to a various directiones. This space was designed according to an analysis of the people’s movement in this area. There are trees planted and the pathes are lined with long wooden rectangular-shaped benches.
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Art school Zábřeh
Kolářová, Veronika ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
The subject of this thesis is the design documentation for three floor object with basement. Object art school includes a concert hall. The object is located in Zábřeh and will be built in existing buildings in the city center. The building will be used for teaching and training of 500 pupils, the concert hall is for 100 visitors and 30 performers. In the basement there is a technical background - boiler room and utility room, dancing hall with accessories and several classrooms. On the first floor there is room for ventilation, facilities for pupils and their parents, dressing room, classroom for orchestr, which includes a recording studio, classroom for drums and several classrooms for the solo instrument. The Concert Hall is also located on first floor and is divided into two parts. Part for visitors, where is located treasury, foyer, dressing room and concert hall. In the part for performers are separate changing rooms and kitchen. The second floor is partially defined by the school management - there are director's office, secretariat, staff room, day room for teachers and classrooms. The third floor will serve particularly dramatic and visual department, there will be six classrooms for solo instrument or singing. Art School has three main entrances - entry to school, entrance to the concert hall for visitors and a separate one for acting. Facilities for performers is connected to the testing orchestral playing. The land is gently sloping toward the southeast. In all parts of the school will be shed roof with slight slope.
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Family house with a surgery
Stodůlka, Jindřich ; Michalíková, Eva (referee) ; Petříček, Tomáš (advisor)
This thesis deals with the processing of project documentation of a family house with surgery in Hošťálková (District Vsetín). Project and attachments are processed according to current laws, regulations, government regulations and standards. The building is situated on a plot 2133 / 2, Cadastral Hošťálková. Building the object is situated in the territory designated for the construction of houses. Near the property are maintained utilities. The building will be house a family housing unit used for housing 5-6 persons, surgery is designed for 10-15 people. The building is two storey basement of the larger size of 16.45 x13, 07 m and is mounted to the flat terrain. The supporting system is designed from the system Heluz. The building will be covered with a flat roof. The accompanying essay is focused on bitumen sheets in construction.
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TOPWET company headquarters
Vítková, Kristýna ; Pobořil, Lukáš (referee) ; Petříček, Tomáš (advisor)
This is a detached office building with halls located in an industrial zone. The building is situated in Ostrovačice. The office building has two floors without cellar. There are an entrance hall with reception, three office rooms, kitchen with dining room, archives, restrooms and technical background on the first floor. There are one office room, office of managing director, office of traders, boardroom, training room, kitchen and restrooms on the second floor. From the entrance hall you can climb from double staircase to the roof. The building is covered by single-layer flat roof. This is extensive green roof. The building is based on the footings of plain concrete and is built from the building system POROTHERM with contact insulation system from company ISOVER. The office building has a production and storage hall. There are an entrance hall, dressing room for men and other also for women with shower, separate toilets, kitchen with dining room and engine room of ventilation in production hall. Built-up area is totally 1926,6 square metres.
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Port Terminal Centre Brno
Liška, Zdeněk ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Petříček, Tomáš (advisor)
The theme of this project was to create a building which would be used for recreational and sporting purposes at The Brno Reservoir . The proposed building includes following parts: facilities for employees of the Public Transport of City Brno, marinas, information center for selling tickets, restaurant and fast food, and bathrooms for visitors. The plot is defined by the existing car park, access road to the car park, boat tickets shop and existing building of the yacht club. The organic shape of the building cooperates with the surrounding terrain of the parcel. The building is on the east side completely set in gently sloping terrain. Angled surfaces of the glass facades on the southwest side comply with the promontory shape of the reservoir. The Individual components abstract the elements of a cruise ship. The object has longitudinal character. Bevelled wooden surfaces of the roof symbolize boarding pier to a boat. People can freely promenade here, and enjoy the view to the lake and its surroundings. There is a big view opening to the exterior part of the restaurant on the boarding slant at the northern side. In winter, this areas can serve to children as bobsled. The pavement form the street Přístavní extends to the accessible part of the roof. The entrances are situated to the west. Supplying for the restaurant will be provided by delivering supplies along the street Přístavní. The building is divided into two functional entities - restaurant and port terminal. The interior is based on the concept of Plan Libre. The restaurant smoothly changes in a waiting area for passengers. There is a staircase located in the middle of this open space, which connects the first floor to the second floor above. There is also a staircase that leads to the basement. Immobile or less fit people can reach each of the floors by elevator, which is also located in this central area. From the second floor it is possible to access to the roof
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Adhesion connections asphalt strips mechanically fastened
Petříček, Tomáš ; Novotný,, Marek (referee) ; Plachý, Jan (referee) ; Oláh,, Jozef (referee) ; Šuhajda, Karel (advisor)
One-layer mechanical fastening waterproofing systems are often used within the compositions of flat roofs. Although in case of plastic based systems it is a common solution, for asphalt felts it handles about a relatively new approach, since the application of asphalt has a long history in the building industry. There are some key factors which all of the one-layer mechanically fastening systems should meet, especially water-resistance and resistance against the suction of wind. The application of dynamic loads on the joints may damage the bonds, which may lead to leakage of water. In particular the most delicate locations are the anchoring points at places where the waterproofing sheets are not connected mutually and the wind is captured. The characteristics of mechanically fastening waterproofing membranes may be verified by a specific test which is able to simulate the winds suction force, nonetheless it is quite expensive. Throughout the solution of the presented work an equipment was designed to observe the behaviour of roof compositions on smaller segments while taking into account the fastening elements, thus bringing the results closer to reality. In the first phase the presented dissertation aims to look at the possibilities of comparison of mechanically fastening bitumen reinforced sheets in a way, that they would show the extent to which the joints depend on the parameters of bitumen sheet - like the quality of the bitumen mass, the type bearing linen, the thickness of the layer or just the width of strip overlap. In the next phase the research was focused on the extent at which the strength of the resulting mechanically fastened joints is affected by the placement of fastenings elements within the strip overlap, including the possibilities when the distances from the edges of the bitumen strip cannot be maintained or because of improper geometry of fastening elements. The measurements were performed on both variants of flat roofs, thermally insulated
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