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Roof Construction implementation of Planetarium in Prostějov
Stancheva, Karina ; Venkrbec, Václav (referee) ; Nečasová, Barbora (advisor)
The subject of the bachelor this is the realization of the roofing stage of the new planetarium in Prostějov. In this work, technological processes related to the implementation of the truss, covering works, carpentry, plumbing, welding and finishing works in the form of roof insulation and installation of the supporting structure are solved. The design of the truss is specific to the different slopes of the roof plane, including the connection of the flat roof to the cupola. The content of this work is the Technical Report, transportation of materials and transport relations next to the construction site, technological regulations for the implementation of work, Technical Report of the construction site equipment, design of the machine assembly, inspection and test plans, work safety solutions, timetable, itemized budget, and thermal technical assessment of the structure, scheme of the construction site equipment.
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Reconstruction of a multi-storey building
Krpec, Pavel ; Zlámalová, Pavlína (referee) ; Strnad, Jiří (advisor)
The bachelor thesis is focused on the design of structural protection and structural modificati ons of a brick apartment building with massive failures. The thesis deals with the justification of the cracks in the gable wall and the overall structural securing of the building. The work inc ludes an accompanying report to the structural calculation, a technical report, a structural calculation and drawings. RFEM 5 and IdeaStatiCa were used to calculate the internal forces. The drawing documentation includes drawings of the prestressing cables, the reinforced concrete tower and the steel girder.
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Static analysis of the supporting cables of the roof structure
Uhrová, Kristina ; Lang, Rostislav (referee) ; Vlk, Zbyněk (advisor)
This bachelor‘s thesis deals with the static analysis of the supporting cables of a roof structure. The first part of the thesis discusses the issues related to cable roof structures and the static influence of the main supporting element – the cable. These theoretical insights are then applied in the practical part of the thesis, where the static analysis of the supporting cable is conducted. The manual calculation is performed using three different approaches: the catenary under distributed loads, parabolic chain line, and the rope equation. The objective of the thesis is to determine the initial shape of the cable so that, upon completion of the construction, the cable settles into the desired shape. The manual calculations are subsequently compared with results from the computational software RFEM.
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Datalogger
Štupák, Branislav ; Bejček, Ludvík (referee) ; Beneš, Petr (advisor)
The bachelor thesis deals with the datalogger development for monitoring roof constructions ambients of historical buildings. The device is made of microcontroller ATmega328P and is using simple principles of environment monitoring. The device saves measured data to SD card from air temperature, air humidity, light intensity, wood moisture and air flow sensors. In conclusion of the thesis are then succesfully tested and summarized the properties of designed datalogger’s sensors.
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The steel construction of a departure platform
Petrovič, Jiří ; Balázs, Ivan (referee) ; Štrba, Michal (advisor)
Bachelor's thesis deals with the structural stress calculation and evalution of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Pardubice. Groundplan dimensions of the structure are 24 x 35 metres. The high of the structure is 8 metres. The load-bearing part solid pilar columns and trusses consist of a T-shaped lattice-work. Individual bars are formed by rectangular pipes and I profile. Load-bearing elements are made of steel class S355 J2.
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Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
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The Structure of a Viewing Tower in Javorníky
Kadlček, Dan ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
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Elementary School in Moravany u Brno
Strouhalová, Lenka ; Oravec, Pavel (referee) ; Fišarová, Zuzana (advisor)
The subject of this thesis is a new building primary school. The elementary school is designed for 390 children aged from six to fifteen years. The object is put in the flat terrain of the selected ground in the city called Moravany u Brna. It consists of six interconnected and functionally divided parts. This thesis resolves two selected parts of the elementary school complex. It is a part of physical education and background of upper elementary school. The building has two floors and the main entrances are oriented to the north and east. The building is designed from the system KM BETA. Ceiling structure is made of reinforced concrete.
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Apartment house Novosedly
Kalousová, Kamila ; Pilný, Ondřej (referee) ; Sedláková, Markéta (advisor)
The proposed building is thus a apartment building with garages, which will be located in the village of Novosedly, in South Moravia, on two plots no. 5420/83 and 5420/84. The terrain on which the object is in a slight slope. The building of the block of flats is made of brick blocks, for the above-ground part and in the underground part it is lined with lost formwork. The roof structure of the building is arched from wooden beams.
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Implementation of the Roofing of the Stable for Cattle in Studenec
Pavlíček, Jiří ; Bříza, Lukáš (referee) ; Mohapl, Martin (advisor)
The topic of the bachelor’s thesis is the elaboration of a construction technological project for the roofing of a cattle stable in Studenec. The work contains a technical report focusing on the installation of the roof structure, the construction situation with broader relations of transport routes, technological regulation for the roofing stage, item budget with area statement, site equipment design with technical report site equipment, time schedule, machine design. Furthermore, the work addresses the control and test plan, occupational safety. The last point of the thesis deals with the implementation of roofing of buildings with a larger span.
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