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Residential Building
Šnobltová, Simona ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis deals with the design of the load-bearing reinforced concrete structure of a new apartment building, which has four above-ground and one underground floor. First, the entire object was modeled in the Scia Engineer program, and then certain elements of the structure were selected, which were designed and assessed in more detail. A detailed analysis was carried out for two ceiling slabs (a slab above the underground floor and a slab of a typical floor), a pillar of the underground floor, a reinforced concrete staircase going from the first underground to the first above ground floor and a reinforced concrete basement wall.
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SUBSTRUCTURE OF A POLYFUNCTIONAL BUILDING ČESKÁ SKALICE
Výborný, Václav ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The main contents of the thesis is solving a construction-technological project substructure of a polyfunctional building Česká Skalice. Substructure is based on two height levels on bored piles. The first height level is called SECTION A, the second height level is called SECTION B. The base structure consists an angled base plate, which consists from two horizontal plates shifted against each other about one floor and between plates is a basement wall. The base plate in SECTION A is solved together with ceiling plate 1. PP. Further there is solved structures for two lift shafts . The thesis includes a technical report, technologic instructions, plan of building site, selected constructional details, cost estimate, schedule, machinery composition, control and testing plans, safety at work and environmental protection.
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Design Analysis of the Load-bearing Structure of an Office Building
Novotný, Tomáš ; Šimek, Ondřej (referee) ; Švaříčková, Ivana (advisor)
The aim of the thesis is the design and assessment of selected reinforced concrete structures. Specifically, it is ceiling slab D1 above the 5th floor, reinforced concrete ribs P1 to P6 on the floor, a column over all floors S1 to S6 was designed and assessed, and a basement wall ST1 was designed in the basement. Using the Dlubal RFEM 5.28 program, a 3D model of the entire object was created and subsequently the internal forces of the individual elements were determined. The result of the work is a static calculation, shape and reinforcement drawings, which were made using the Autodesk AutoCAD 2022 program. The partial design and assessment of the above elements was carried out in the FIN EC program.
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SUBSTRUCTURE OF A POLYFUNCTIONAL BUILDING ČESKÁ SKALICE
Výborný, Václav ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The main contents of the thesis is solving a construction-technological project substructure of a polyfunctional building Česká Skalice. Substructure is based on two height levels on bored piles. The first height level is called SECTION A, the second height level is called SECTION B. The base structure consists an angled base plate, which consists from two horizontal plates shifted against each other about one floor and between plates is a basement wall. The base plate in SECTION A is solved together with ceiling plate 1. PP. Further there is solved structures for two lift shafts . The thesis includes a technical report, technologic instructions, plan of building site, selected constructional details, cost estimate, schedule, machinery composition, control and testing plans, safety at work and environmental protection.
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