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Brickworks and cannery Víchov - Černošín
Lovětinský, Tomáš ; Landa, Karel (referee) ; Pavlovský, Tomáš (advisor)
The subject of the bachelor’s thesis is the design of a facility for producing grape juice and cider on the outskirts of a small village in the Plzeň Region. Víchov, with approximately 120 inhabitants, is located near the town of Stříbro. The main goal of the design is to create a rather pleasant place in the small village associated with highquality apple juice, rather than an austere industrial hall. The gently sloping terrain allows for partial embedding of the production hall below ground level from the side of the village, without disrupting the traditional rural character of the area. The accessible roof and the orientation of the building provide views of the nearby Víchovský pond. Short-term accommodation, a café serving fresh cider and connectivity to the cycling network will attract not only local residents.
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Víchov cider house and cannery
Gulárová, Aneta ; Muroň, Ivo (referee) ; Ležatka, Lukáš (advisor)
This bachelor thesis deals with a new building primarily used for production and storage and secondarily for administrative space. The building is designed in the area of Tachov in the Víchov part of the town of Černošín in the Pilsen region. Access to the land is from the south side of the main road 230 in the direction from Stříbro to Černošín and the second access is from the west side of the dirt road through the village Víchov (the road is currently unused). Both roads are connected by a newly designed road within the plot. The majority of the newly proposed road is used for the supply and removal of goods. The whole concept is designed with respect to the local conditions and referring to the character of the area and also to the investor's requirements. Due to the scale of the village, the height of the building is adapted. The structure of the building is made up of a wall bearing system, where in the part of the administration and warehouses carries a gable roof, which consists of wooden glued trusses. The roof sheathing is made of corrugated metal sheet, which also forms part of the facade. The external façade is made up of timber cladding and cladding made of folded sheet metal. A separate logo was also designed for the building as part of the study, which is located on the front façade of the office building. The proposed building SO.01 will be used as an administrative building for the employees of the cooperage and cannery, who are also part of the production but also administration and management. The building also includes dining facilities for all employees, locker rooms and offices, as well as a showroom for visitors and meeting space for any business meetings of the owner. The building also serves as a representative object of the entire proposal. In the proposed building SO.02 will be located exclusively production or waste warehouse, or warehouse of unprocessed fruit. Dry storage and product storage is not part of the project.
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Víchov cider house and cannery
Zeinerová, Eliška ; Muroň, Ivo (referee) ; Ležatka, Lukáš (advisor)
The subject of the bachelor thesis is the design of a new building of a production area of a cider and canning factory in Víchov, a local part of the municipality of Černošín in the Pilsen Region of the Czech Republic. The area is located in the outskirts of the village, on the site of a former agricultural complex. The land is bordered on the south-eastern side by a local road, from which the site is accessible via the main entrance. The site is slightly sloping towards the south. The site has a capacity for twenty employees in production and ten employees in administration. The design includes the production hall itself, supplemented by two warehouse buildings, an administration building and a sales showroom. The production process includes the production of cider, cider and seasonal fruit preservation. The main idea of the concept is to respect and respond to the rural type of the surrounding buildings as much as possible. This is mainly represented by detached houses and small farm buildings, which are often arranged around farmyards. The proposal therefore consists of five single storey buildings with a gable roof, which are situated around a central courtyard, the key area of the site. The scale of the site and the archetypal shape of the buildings, which responds to the surrounding character of the development, became the focal point of the design.
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Survey and Diagnostics of Building Construction
Vítková, Barbora ; Heřmánková, Věra (referee) ; Anton, Ondřej (advisor)
The subject of this diploma thesis is the diagnostic survey of the masonry walls and the connecting bridge in the East Moat of Špilberk Castle. The thesis contains theoretical information about survey and diagnostics of building construction and then evaluation of diagnostic methods used for estimation of essential characteristics of masonry structures. In the practical part the diagnostic investigation of Špilberk Castle walls is processed. That includes determination of material characteristics of the studied structure. In the conclusion there is a suggestion of how to eliminate the structural defects found during the survey.
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Design of steel-concrete composite structure of road box girder bridge on by-road of Bludov
Kuba, Michal ; Marván, David (referee) ; Nečesal, Petr (advisor)
The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.
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Project planning and management of construction of the bridge on the road II / 377
Soukup, Ondřej ; Kolečkářová, Barbara (referee) ; Kantová, Radka (advisor)
The subject of this thesis the construction and technological preparation for the construction of the bridge ev.č. 377-007 across the Býkovka river in the municipality Rájec - Jestřebí, which is part of the reconstruction of a main road II / 377 Bořitov - Rájec. The thesis is elaborated a technical report on the structural and technological project, coordinating construction situation, the situation with wider relationships routes following the stages, time and financial plan – by objects, study the implementation of major technological stages of the building SO203 project site equipment, design of the main construction machines and mechanisms, the timetable of the main building structure, workers deployment plan, plan of machines usage, a plan for securing material resources for SO 203, technological regulation for the implementation of bored piles of, inspection and test plan for pilots, budget SO 203, sequence diagram construction, control and monitoring plan and calculation of bearing capacity of the bridge foundation piles.
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Rejvíz Bridge in Jeseník
Dvořák, Jan ; Smítal, Petr (referee) ; Holcner, Petr (advisor)
The subject of my diploma thesis is to design the intersection of roads I/44 and II/453 in urban area of Jeseník. Part of the proposal is to address traffic and pedestrian connection to the adjacent tertiary roads.
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Beam bridge over a local road
Kunčarová, Edita ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The aim of this thesis is to design a one-span pre-stressed bridge structure over a local road. There are three possible versions of this particular construction designed as a part of this thesis, one of which was chosen for further design. The structure has been designed and calculated for the ultimate limit state as well as the service limit state. The calculations were made both by software and manually. Scia Engineer 19.1 has been used for software calculations and for the display of internal forces.
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Use of thermographic methods for diagnostics of concrete bridges
Janků, Michal ; Hobst, Leonard (referee) ; Matula, Radek (referee) ; Cikrle, Petr (advisor)
This dissertation is focused on the research of the applicability of the thermographic method in the diagnosis of concrete bridges in the Czech Republic. The theoretical part characterizes selected defects of concrete structures and the principle of their detection. The practical part describes the measurements made in the laboratory on the test specimen and the field on the concrete bridge. Most attention is paid to infrared thermography, ground-penetrating radar and ultrasonic pulse-echo method. Based on the results of the dissertation, recommendations for the use of the thermographic test method in practice were developed.
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Reconstruction of the road bridge
Laczko, Zoltán ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The subject of this thesis is to design a new slab structure instead of the steel concrete slab. The structure of the new load bearing structure is post-stressed cast-in-situ slab with continuous slab structure consisting of three spans. The slab is pre-stressed by monostrands. The load bearing structure is evaluated for first and second limit state too. The construction is modeled in software named Scia Engineer 2011.
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