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Car dealership with auto repair shop
Wilkonský, Roman ; Vašíček, Vladimír (referee) ; Kacálek, Petr (advisor)
This diploma thesis is being solved for documentation of building in the stage of execution. The building is designed as a showroom with car repair shop. The building site is located in the land registry of Ostrava – Vítkovice. Project documentation is designed accordingly to the valid Czech Republic’s laws, bills and building standards. The building is divided into two objects the first one is showroom with administration and the second one is the car repair shop with washing room and restrooms. These two objects are structurally and operationally connected. The largest plan dimensions are 68,56 x 38,36 m. The building is designed as a reinforced concrete frame in the administrative part and a reinforced concrete wall system in the car repair part. The roof is in both cases realized by using steel trusses. The reinforced concrete frame is lined with aerated concrete masonry. In the roof part it is cladded with sandwich steel panels. The building is founded on reinforced concrete foundation pads with combination of strip foundations. The car repair shop is designed as one floor building, whereas the administrative part is designed as two floor.
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Bus station
Kadlecová, Kateřina ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
Master’s thesis addresses the design and implementation documentation of the three storey bus station in the Czech Krumlov Street Hospital . From this street is also suggested links to the transport infrastructure of the entire plot of land at 497/1 . Object Bus Station is located on the western part of the site . The main entrance is oriented to the southeast side of the building. The main hall on the first floor is primarily used for passengers. There is a waiting room , treasury , information and Internet room. Further, the circuit layout is 7 retail space with a pharmacy for dispensing drugs. The left wing spaces are public toilets and sanitary facilities for employees. There is also a buffet with 30 seats . The second floor space small cafe with a terrace where you can view the historical part of the city . Furthermore, the time of day or a rest room for drivers and office spaces with sanitary facilities . On the third floor are offices spaces again and archives there is also a ventilation machine room and a sprinkler system.
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Motorshow
Bár, Radek ; Vémola, Josef (referee) ; Utíkalová, Ivana (advisor)
This master thesis is focused on elaboration of project documentation for constructing autosalon in Kopřivnice. Project and appendix are processed by current applicable laws, regulations and standarts. Designed object is situated on plat #419/2 and partly on plat #419/27. Both plats are parts of cadastral area of Kopřivnice. There are all needed engineering networks nearby. Object is divided on three functional parts, which are operationally and constructionally connected. First part is exhibition and representative hall, with capacity of 11 exhibited vehicles. Second part is formed by administrative facilities for staff including sanitary facilities for both staff and visitors. Third part is service for personal and light commercial vehicles with three working stations. Construction is designed partially reinforced concrete columnar structural system and partially of brick longitudinal structural system. The biggest plan dimension of building is 34.3x35.15m. The cladding is designed of sandwich blocks LIVETHERM tl.400mm. Roof of building accross the surface is flat roof with several height levels. Establishment of the object is a combination of footings and foundation belts. Cladding of exhibition hall is more than 50% glazed. Parts of service and autosalon are designed as sigle storey objects, while administrative part is designed as a two.
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Residential house in Vsetin - construction-technological preparation
Selníková, Klára ; Věrný, Luboš (referee) ; Vlčková, Jitka Laura (advisor)
I occupy with selected parts of the technological prepariation of building proces of a residential building in Vsetín in my diploma thesis. The building will be used for housing and retailing. The project is composed of eight building objects, while the main building structure is designed in detail. The subject of this thesis is the preparation of the technical report of the building, the treatise of the main technological stages, the design of the building site, the design of the main building machinery, the technology solutions including HSF and CTP, the construction budget, the time and financial planning of the construction and the specialization in the field of civil engineering.
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Jail Hrotovice
Vítámvásová, Lenka ; Jendryščíková, Kateřina (referee) ; Petříček, Tomáš (advisor)
This thesis called THE HROTOVICE JAIL consists of the project documentation of the cell block 1 and the kitchen building. The block 1 has got three floors and the kitchen building has got one floor. Both structures have got the flat roof. The block 1 consists of two-way skeletal system of ferroconcrete and it is walled by the POROTHERM system. The kitchen building also consists of the POROTHERM system. Both buildings are insulated by insulation system with EPS.
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Sales and service center Prague - the building technological project
Trhlík, Lukáš ; Kotek, Lukáš (referee) ; Biely, Boris (advisor)
In this diploma thesis deals with execution of ground works, foundation constructions, steel and armored concrete monolithic framework of the sales and service center in Prague. Establishment of the building will be done on armored concrete basement feet, strips and basement plate. The building is desinged in part as a steel framework and in part as a armored concrete framework. The building technological project contains for the phases primarily time and financial plan of object, technology prescription, time schedule, budget, model of the building site accessories, model of the machines, check and test plan, safety plan.
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Waterpark Jeseník - selected geotechnical problems
Kučera, Jakub ; Fiala, Radek (referee) ; Glisníková, Věra (advisor)
The bachelor thesis discusses the possible ways of establishing the basics of structures. Its main focus lays on foundation pads and piles. The practical part consists of finding a solution regarding two different approaches of the foundation of the waterslide in Aquapark Jeseník. Even though the proposed variants are calculated without the use of computational software, software GEO 5 is used to compare the results. The conclusion contains the comparison and evaluation of the results of both approaches.
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Design of foundations for the production hall
Machů, Michal ; Glisníková, Věra (referee) ; Štefaňák, Jan (advisor)
The subject of this work is a proposal of foundation, followed by an assessment for a production hall. Options will be discussed and compared against each other. The premises are situated in an area where great layers of gravel are found. A project of shallow foundations, or more shallow foundations founding, will be performed according to Eurocode 7. Designing of geotechnical constructions which are based on given characteristic of presented soils. As a part of this work also is to describe a performing technological procedure of designed founding and an appropriate drawing documentation.
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Foundation Design of the Athletics Stadium in Pilsner
Drs, Jakub ; Boštík, Jiří (referee) ; Glisníková, Věra (advisor)
The task of thisbachelor dissertation is to describe the concept of safe and economic foundation of the athletic stadium in Plzeň, the Czech Republic. The concept and assessment are developer on the basis of obtained geotechnical conditions and the load of the construction. The calculations are based upon valid forms and the concept approaches. Furthermore, the thesis focuses on technology and working proces of large diameter bored piles.
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The Design of Object Foundation
Adamík, Václav ; Štefaňák, Jan (referee) ; Glisníková, Věra (advisor)
The aim of this work is to introduce the foundation of buildings and to make a closer approach to the issue of deep foundation, which is needed to replace the shallow foundation. The reason is a small carrying capacity or too big compressibility of foundation soil. The main point of this work is practical solution of concrete deep foundation and comparing results from a calculation program GEO 5 with results which we get without using the calculation program.
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