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Gym – Precast concrete frame construction
Čihák, Tomáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.
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Implementation of the top office building in Brno
Hradečný, Štěpán ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
This thesis deals with the technological stage of the gross superstructure of an office building in Brno, which is implemented using a complete system solution. It includes logical and chronological following the successful implementation of this project. It contains the engineering report focusing on rough superstructure, addressing broader transport relations, technical report site equipment, technical note of walls and ceilings, inspection and test plan, machine assembly, safety measures and alternative solutions for the lifting mechanism with another theme.
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Analysis of Variants Ceiling Structure
Polák, Vojtěch ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The bachelor´s thesis deals with the design and price comparison of a part of a brick family house. Specifically, it is a design of a staircase and ceiling slab above the 1st floor in the variants of ceiling panels, reinforced concrete slab with internal loadbearing walls, reinforced concrete slab with internal loadbearing columns. Creation of models and examinations of internal forces was performed in the RFEM program. The result is reinforcement drawings, part assembly drawings and price comparisons of variants.
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Small apartment house
Kaňovský, Michal ; Jurka,, Jiří (referee) ; Utíkalová, Ivana (advisor)
ABSTRACT The aim of the bachelor’s work is a composition of project documentation for the construction building of apartment building. The object is situated on the cadastral area of Myslibořice on plot number 9/1. The apartment building is designed as separated, three storeys, flat roof building without basement. There are five apartment units in total, from which one is designed for people with movement disabilities. To each apartment unit belong one basement cellar. The building stands on foundation strips. The construction system of the object is wall system. External walls are made of Porotherm brick blocks with thermal insulation from expanded polystyrene. The inside vertical load-bearing constructions are made of acoustic brick blocks. The horizontal load-bearing constructions are made of reinforced concrete slab and of precast floor slab Spiroll. The building is roofed with single layer hipped roof.
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Survey and Diagnostics of Building Construction
Resl, Jaroslav ; Cikrle, Petr (referee) ; Anton, Ondřej (advisor)
The thesis is focused on the overview of the diagnostic methods for engineering surveys reinforced concrete constructions. The practical part explains engineering surveys of industrial building, evaluation of concrete strength on existing building and results from search reinforcements on individual elements. Next part is focused on load testing precast floor slab removed from construction and evaluation load capacity. The last part include structural design of elected parts (precast floor slab and beam).
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Fire station
Wrana, Lukáš ; Šteffek, Libor (referee) ; Ostrý, Milan (advisor)
The subject of this thesis is to create a project documentation of the design of new construction of fire station in Šumperk. The fire station is designed according to ČSN 73 5710 as a C type station that will be used by professional fire brigade of Olomouc district. The object is structurally divided into two parts - a masonry building, and a reinforced concrete frame. The administrative part of the building together with the base of the fire brigade, technical room, and a fire tower are designed as a masonry building made of Ytong cellular concrete units. One of the parts is designed as a two-level object, while the technical room and the fire tower are designed as a sigle-level object. The circumferential masonry is insulated by contact thermal insulation system. The floor construction is made of Spiroll prestressed floor slabs. The roof is designed as a warm flat roof. The garage is a single-level building with built-in structure of storerooms in part of the garage. The precast reinforced concrete frame is set on foundation pads and foundation sills. The horizontal and vertical supporting structure consists of reinforced concrete parts – columns, Spiroll floor slabs, floor girders, sway frames, purlins and small purlins. The whole object is covered by a warm flat roof. The external cladding consists of PUR isolating sanwich panels.
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Analysis of Variants Ceiling Structure
Polák, Vojtěch ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The bachelor´s thesis deals with the design and price comparison of a part of a brick family house. Specifically, it is a design of a staircase and ceiling slab above the 1st floor in the variants of ceiling panels, reinforced concrete slab with internal loadbearing walls, reinforced concrete slab with internal loadbearing columns. Creation of models and examinations of internal forces was performed in the RFEM program. The result is reinforcement drawings, part assembly drawings and price comparisons of variants.
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Small apartment house
Kaňovský, Michal ; Jurka,, Jiří (referee) ; Utíkalová, Ivana (advisor)
ABSTRACT The aim of the bachelor’s work is a composition of project documentation for the construction building of apartment building. The object is situated on the cadastral area of Myslibořice on plot number 9/1. The apartment building is designed as separated, three storeys, flat roof building without basement. There are five apartment units in total, from which one is designed for people with movement disabilities. To each apartment unit belong one basement cellar. The building stands on foundation strips. The construction system of the object is wall system. External walls are made of Porotherm brick blocks with thermal insulation from expanded polystyrene. The inside vertical load-bearing constructions are made of acoustic brick blocks. The horizontal load-bearing constructions are made of reinforced concrete slab and of precast floor slab Spiroll. The building is roofed with single layer hipped roof.
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Fire station
Wrana, Lukáš ; Šteffek, Libor (referee) ; Ostrý, Milan (advisor)
The subject of this thesis is to create a project documentation of the design of new construction of fire station in Šumperk. The fire station is designed according to ČSN 73 5710 as a C type station that will be used by professional fire brigade of Olomouc district. The object is structurally divided into two parts - a masonry building, and a reinforced concrete frame. The administrative part of the building together with the base of the fire brigade, technical room, and a fire tower are designed as a masonry building made of Ytong cellular concrete units. One of the parts is designed as a two-level object, while the technical room and the fire tower are designed as a sigle-level object. The circumferential masonry is insulated by contact thermal insulation system. The floor construction is made of Spiroll prestressed floor slabs. The roof is designed as a warm flat roof. The garage is a single-level building with built-in structure of storerooms in part of the garage. The precast reinforced concrete frame is set on foundation pads and foundation sills. The horizontal and vertical supporting structure consists of reinforced concrete parts – columns, Spiroll floor slabs, floor girders, sway frames, purlins and small purlins. The whole object is covered by a warm flat roof. The external cladding consists of PUR isolating sanwich panels.
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Implementation of the top office building in Brno
Hradečný, Štěpán ; Doubek, Rostislav (referee) ; Kantová, Radka (advisor)
This thesis deals with the technological stage of the gross superstructure of an office building in Brno, which is implemented using a complete system solution. It includes logical and chronological following the successful implementation of this project. It contains the engineering report focusing on rough superstructure, addressing broader transport relations, technical report site equipment, technical note of walls and ceilings, inspection and test plan, machine assembly, safety measures and alternative solutions for the lifting mechanism with another theme.
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