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Office Block in Blansko
Zouhar, Martin ; Vlach, František (referee) ; Kolář, Radim (advisor)
The solution of the diploma thesis is the office block in Blansko. Building is suggested for using as insurance company. This building is located in a particular territory which had precisely limited the possibilities of the construction. There are three aboveground floors. The building is designed like reinforced concrete frame with complete masonry type THERM. The building is built on drilled piles that are connected fundamental grate. The facade is made as ceramic aired facade. The building has a flat roof with classical succession layer and is stabilized by gravel. The building is designed for fifty people.
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Realization of the gross under-construction of the housing complex in Trenčín
Gunár, Juraj ; Diaz, Yvetta (referee) ; Novotný, Michal (advisor)
The bachelor thesis deals with construction technological project of the gross under-construction of the SO 203 objects of the housing complex Olbrachtova. The object is the realisation of drilled pille and foundation structures. The project includes the technical report, transport routes, technological instruction for drilled piles and foundation structures, technical report for construction-organisation principles and equipment of building yard, budget time-planing, machine configuration, controlling and examining plan of the phase, safety and risk plan on the construction site and all drawing concerning the problem.
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Solution of construction-technological phase of lower stucture of the aparement building in Brno
Prokop, Petr ; Nečasová, Barbora (referee) ; Venkrbec, Václav (advisor)
The subject of this bachelor thesis is the solution of the technological stage of the rough substructure of an apartment building in Brno. As part of this work, the construction site plan with composition of site equipment was designed as well as technical report of the construction site, technological regulation for groundwork and deep foundation, technological regulation for construction of foundation, machine assembly design, wider traffic routes plan, quality control and testing plan of groundwork, budget.
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Design of selected elements of reinforced concrete structure
Klust, Vojtěch ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Diploma thesis deals with the desing of reinforced two way concrete foundation slab in three variants. In the first variant is slab of constant thickness. In the second variant is haunched slab. In the third variant is slab with piles. The thesis includes a structural design as well as drawings. All calculations were performed in accordance with applicable standards. For the design was used program SCIA Engineer 19.1.
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Prefabricated reinforced concrete structures industrial hall with administration
Sitta, Martin ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.
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Analysis of pile load test
Ponížil, Cyril ; Kotačková, Alena (referee) ; Fiala, Radek (advisor)
There is ussualy used the Masopust's method to assessment the piles in Czech Republic. This method is based on statistical processing of large data set of load piles tests. Due to the using of regression coefficients this method is relatively complicated and not very transparent. Instead, foreign standards ussualy use direct the values of limit stress on the base of piles and unit friction capacity. Procedure for determining the bearing capacity of the piles is thus considerably simplified. In this thesis the Masopust's method is compared with the methods used in Germany and Austria. This comparison provides insight to the safety level that include various approaches.
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