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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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Construction Technological Project of the Extension Senior Centrum Blansko
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this master‘s thesis is construction technological project of the extension Senior Centrum Blansko. The main object is a three-storyed, designed as a monolithic skeleton construction. The masters’s thesis contains technical report of the construction technological project, suggested construction site installations, proposal of suitable machines and mechanisms required for construction, time schedule, budget, wider relations of transport lines to construction site, implementation of monolithic concrete structures and control and test plan.
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Administration Building
Luža, Radim ; Šulák, Pavel (referee) ; Jeneš, Rostislav (advisor)
This bachelor’s thesis deals with the static analysis and assessment of reinforced concrete floor slab above the first ground floor of the administrative building. The ceiling structure consists of a monolithic floor slab, locally supported. The Static analysis was carried out using a programme called Scia Engineer 14. The verification of the calculation was done by the same software, but with two perpendicular frames instead of a modeled plate. Subsequently, we could define the limit state of the dimensioning capacity. The investigation of the ultimate limit state was mainly about bending moments and embossing. Further to It was also carried out assessment of the second limit state, so usability. The second limit state investigations was mainly about limitation of cracks. The drawing documentation was based on the static analysis and advice to single limit states, including a lower and upper reinforcer and extrusion.
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Reinforced concrete structure of a administrative building
Mazura, Marek ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The subject of bachelor‘s thesis is to design and assess point-supported reinforced concrete slab. It is a floor slab above the 1st floor of a typical floor of an office building, which is designed as a four-storey. The shape in plan of the slab is a hexagon, so that the columns are not arranged regularly. The structural design was performed in Scia Engineer Finite Element Method and verified by simplified methods. The output of this work is drawings of shape and reinforcement of reinforced concrete slab.
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Commercial building in Brno - the construction technological planning
Sedláček, Stanislav ; Štěpán, Richard (referee) ; Motyčka, Vít (advisor)
The aim of my thesis was to perform construction and technological preparation of the construction of commercial house in Brno in the street Křídlovická. The introduction contains the expected design and construction process of the proposed building as a whole. It is also prepared a preliminary draft of the financial cost of the entire project designed according THU and object schedule. Furthermore, the implementation of the project construction site for a major part of the commercial house. Gradually work focuses mainly on the implementation of the technological stage of construction site with detailed processing procedure for the implementation of monolithic concrete structures of the building.
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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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Constructive technological project of block of flats Meandr in Brno
Schauer, Martin ; Klimszová, Alžběta (referee) ; Diaz, Yvetta (advisor)
This diploma thesis deals with the construction technological project of block of flats residence Meandr in Brno - Komín. On the given topic are processed and all necessary supporting documents that enhances the clarity and orientation in matters large building for the preparation of the construction process. Given the scale, complexity and location of the building is structurally location technology project addresses the only earthworks and construction site of the main building object SO-01 only. Furthermore, nine small objects that are closely tied this main object within the premises of a residential building. Between integral part of this work include the project site facilities including a time of economic evaluation studies of major technological stages realization, design of main machinery and mechanisms itemized budgets volume of important buildings and budgets by THU volume, less important objects, further technological specification for the implementation of monolithic concrete construction as this topic linked inspection and test plan, risk and crisis measures. For the entire building housing residence is prepared detailed timetable and a lot of additional documents.
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Swimming pool
Sívek, Zdeněk ; Moravcová, Eva (referee) ; Matějka, Libor (advisor)
This thesis covers brand new detached indoor pool with one underground and one above ground floor, which is designed for a maximum capacity of 120 people, with two swimming pools, a children's swimming. The building is designed with a flat rectangular roof insulation. Envelopes are ventilated, insulated, bearing part consists of reinforced concrete. The pool hall make up the majority of the building envelope glass facade. Facilities for employees is located on the first basement floor. All technologies for cleaning pool water, air conditioning, boiler, facilities for maintenance are located on the first basement floor. Chimneys are stainless steel, placed on the outside of the building. The finish floors are ceramic tile. Pool bath is designed as a so-called white bathtub. The supporting structure of the ceiling above the pool hall beams are post-tensioned concrete.
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Reinforced concrete structure
Malecha, Tomáš ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
This bachelor‘s thesis includes structural analysis and check of reinforced concrete, cast-in-place construction of a building for parking. Here is solved locally supported floor slab above first above ground floor. Structural analysis was solved by program Scia Engineer 14 and checked by manual calculation. Next step was dimensioning for ultimate limit state, concretely for bending moment, punching and for serviceability limit state, concretely for limitation of cracks. For this bachelor’s thesis were made drawings based on calculated results.
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