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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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Load-bearing concrete structure of the residential building
Hejl, Zbyněk ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
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Reinforced concrete skeleton construction
Pevner, Jan ; Strnad,, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor project is aimed for design of monolithic reinforced concrete slab supported locally and stairs over the second floor in administrativ object, elaboration of design and reinforcement drawings to bending and shear. Calculation of internal forces is made by computer program SCIA Engineer with manual verification using simplified methods.
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Reinforced concrete structure of administrative building
Hejl, Zbyněk ; Požár, Michal (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of an administrative building. It is about a locally supported ceiling slab, an inner column and a staircase. Calculation of the internal forces was performed in the SCIA Engineer program and then verified by a hand method. The construction is assessed according to ČSN EN 1992 - 1 - 1.
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Design of various ways of carrying out the ceiling construction of a family house
Klust, Vojtěch ; Šulák, Pavel (referee) ; Kostiha, Vojtěch (advisor)
Bachelor´s thesis deals with the design of floor structure of detached house made in three variants. In the first variant floor structure is made by reinforced concrete two way slab. In the second variant floor structure is made by prefabricate prestressed concrete floor slab SPIROLL. The third variant is filigree floor slab which are then concreted. The thesis includes a structural design as well as drawings, All calculations were performed in accordance with applicable standard.
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Sewage pumping station
Kustyánová, Orsolya ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a reinforced concrete sewage pumping station in the village Vrbice u Velkých Pavlovic. The main parts of the thesis are the technical report, static analysis, drawing documentations and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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Monolithic multi-storey wall building
Vymazal, Jakub ; Šulák, Pavel (referee) ; Bažant, Zdeněk (advisor)
Final thesis with tittle: "Monolithic multi-storey wall building" is processeed as a project documentation according to valid assesment. The object is located in the city of Boskovice, 35 Hybešova street. Its ground plan dimensions are 52,8m x 12,5m. Total height of object is 22,3m including roof-wall, measured from the level of base chink. There are enclosed balconies on the south direction. Movement between floors is ensured by 2-flighted stairs. Object is It is made of reinforced concrete. It is designed as 6-floor bulding with a flat roof. The main supporting construction is created by system of walls and reciprocally asigned ceilings, which are sticked together. Walls are designed as pillars. The building is assigned to a belt bases. Module dimensions are 8,7m in longitudinal direction and 5,2m in transversal direction. Height dimension is 3,0m. The thesis is dealing with the 1st upper floor.
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