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Rebuilding a Family House
Zlámalová, Pavlína ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the reconstruction of the family house. The main aim of my thesis is assessment of the existing floor slab and designing of reinforcement due to lack of static part of design documentation. Internal forces on the slab are obtained by using finite element method on which the slab is designed. Due to superstructure of one extra floor above original structure it is necessary to make the hole for the staircase into the existing ceiling construction and demolition of loadbearing wall for disposition improvement. Intervention into the original construction has the effect of redistribution internal forces. At this case additional reinforcement of floor slab is necessary. For additional floor slab are selected and designed CFRP carbon straps. Rotate rib is being prepared instead of original demolished loadbearing wall which will be connect with original floor slab by using of stirrups. All calculations were performed in accordance with valid standard.
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Design of Selected Elements of Storeyed Building
Ducháč, Josef ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The Master´s thesis is focused on the assessment basic parts of the story building. All construction is made from reinforced concrete. The columns, flat plate slabs, flanges and stairways are between the design constructions. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of all design constructions and results from computer sofware.
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The design of reinforced concrete ceiling
Burda, Patrik ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis is focused on the static solution of monolithic reinforced concrete continuous ceiling and a beam in a single family house. The entire structure of ceiling is designed of reinforced concrete. Software Dlubal RFEM is used to determine the effects of load. It works with the finite element method. Assessment of elements is according to the first limit state and also the second limit state. The thesis includes statics calculation, dimensioning of reinforcement, drawing of shape and reinforcement drawings of solved elements.
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Constructional technologic project of objects at dump Úholičky
Doubek, Rostislav ; Henková, Svatava (referee) ; Novotný, Michal (advisor)
In this diploma thesis two steel frame objects of a waste dump in Úholičky are solved. The aim is to resolve the chosen parts of a construction-technological project. The main topics for selected technological phases are transportation, bill of quantities, technological regulations, construction organization’s principles, time schedule, machinery, control and testing plan, work safety and worker’s health protection. These topics are prepared for the technological phases of ground works, fundamental contruction, upper load-bearing structure, construction of the floor and sheathing of the object. The thesis has also other parts which include static solution of a prestressed unit, budget by items, calculation of the object’s maintenance cost, handbook for bulding’s occupancy and proposal of construction contract.
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Design of the precast load-bearing structure of the production hall
Knespl, Vojtěch ; Čairović, Dorde (referee) ; Girgle, František (advisor)
The bachelor´s thesis is focused on the design and static calculation of selected elements of the prefabricated load-bearing structure of production hall, the development of basic drawings of the project documentation of the building and drawings of the shape and reinforcement of the solved elements in the details of the implementation documentation. Specifically, it is a T-section reinforced concrete saddle truss, rectangular columns, and headers. The thesis includes a text section that contains a description of the object, the structural system, the individual elements, loads, model, and technological construction process. Calculations were performed using Scia Engineer 21.1, IDEA StatiCa and Microsoft Excel programs.
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Design of a load-bearing reinforced concrete structure of a family house
Bartoška, Ondřej ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.
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Precast concrete frame construction
Hubačková, Pavlína ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Diploma thesis focuses on the design of selected parts of precast concrete frame construction. Elements for design are prestressed girder, purlin, column, footing pocket and drilled pile. The calculation of internal forces was performed in a computational program SCIA Engineer 18. Check of the pile was performed in program GEO 5. Part of the thesis is a technical report and formworks drawing and reinforcement drawing. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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RC Lookout Tower
Čírtková, Jana ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis is focused on structural design and assessment of lookout tower, which is made of reinforced concrete and steel bracing elements. Structural design was performer in accordance with valid eurocodes and standards. The work is accompanied by construction drawings, drawings of shapes, reinforcement and steel elements, and documents from manufacturers.
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Static Analysis of Selected Parts of RC Building
Chalupová, Martina ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. The design of elements is based on internal forces form FInite Element Method. Service limite state is check for the slab. All calculations were performed in accordance with valid standard.
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