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Wellness hotel "Na Ovčačce" - Svatý Kopeček u Olomouce
Spurný, Martin ; Klvaňa, Jiří (referee) ; Eliáš, Luboš (advisor)
The project is newly built wellness hotel in the cadastral Svatý Kopeček, the town of Olomouc, district Olomouc. The house is in a secluded street in Darwin. On the territory are restrictions concerning the parameters solved object. Notably the location, number of floors and the percentage of stopping. This is a three-storey, basement building with a flat roof. The building is based on the footings of plain concrete and reinforced concrete footings. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM in the upper floors of concrete formwork and fittings in the basement. Ceiling structure is designed using locally supported reinforced concrete slabs. The entire building is divided into several sections. The 1s there is an underground garage and wellness. In 1.NP is a restaurant and facilities associated with the operation of the restaurant and hotel. In 2.NP and 3.NP are single rooms. Total capacity is 155 people and has 16 employees. To the building are three main entrances. Two of them are designed as public entrance to the restaurant and hotel. The third is the entrance for staff and supplies. Among other inputs that lead from the exterior of the building is the entrance to the restaurant terrace. Another entry is possible from the underground garage to wllnessu. The proposed facility is designed wheelchair. Before the building is designed parking for 27 cars and underground garage for 44 cars. Five of parking places are for disabled people.
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Design of exhibition hall roof
Němec, Petr ; Ing.Paris Chalivopulos (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.
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Sports centre Polička
Svoboda, Jan ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
This thesis deals with the design and elaboration process of a project documentation of a sports centre. The designed sports centre building is situated in the southern part of the town of Polička, in the area determined for sports and free time activities complexes and areas. It is a two-floor, non-cellar, flat-roof building. It is based on plain concrete strip foundations and reinforced concrete foundation footing. The bearing, peripheral and partition walls are designed from POROTHERM hollow clay blocks. Reinforced concrete columns are designated in open disposition areas. The ceiling construction is made from SPIROLL pre-stressed concrete floor slabs and point-supported reinforced concrete slabs. The peripheral walls of the first aboveground floor are insulated with external thermal insulation system with a protective gabion facade. The peripheral wall thermal insulation in a bowling restaurant and gym halls extension is designed from a ventilated facade with CEMBRIT METRO facade cladding panels. The building is functionally divided into two main parts with a shared entrance. The sports centre with gyms and other sports facilities form the first part. Three squash courts, a mini-football piste, a special room for spinning and alpinning, a room for group exercising and cloakrooms with sanitary facilities are designed within one part of the sports centre. A restaurant with a bowling area and a kitchen with storerooms and other facilities for employees form the second part. The designed complex is barrier-free. There is aimed to be a car park for fifty cars, four motorbikes and a bus in front of the building. Three parking places are for disabled people.
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Nonlinear analysis of reinforced concrete foot failure
Dubina, Radek ; Václav,, Veselý (referee) ; Eliáš, Jan (advisor)
Reinforced concrete monolithic feet are one kind of shallow foundation used mainly under column systems. These systems transfer the load from upper floors through columns to the feet and through them to the foundation soil. Interaction between the foot and the foundation soil plays an important role due to the system sensitivity to the uneven settlement. Feet has to resist shear induced by vertical force and bending moment caused by stress in footing bottom. The work is devoted to design of the foot according to European standard Eurocode 2. It is then focused on numerical simulation of foot failure and calculation of the corresponding maximal vertical force in the column using a 3D model with nonlinear material models of subsoil, reinforcement and concrete. The calculations are done in software ATENA 3D for different variants of subsoil, reinforcement and foot shape. Results according to European standard and nonlinear analysis are compared.
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Wellness hotel "Na Ovčačce" - Svatý Kopeček u Olomouce
Spurný, Martin ; Klvaňa, Jiří (referee) ; Eliáš, Luboš (advisor)
The project is newly built wellness hotel in the cadastral Svatý Kopeček, the town of Olomouc, district Olomouc. The house is in a secluded street in Darwin. On the territory are restrictions concerning the parameters solved object. Notably the location, number of floors and the percentage of stopping. This is a three-storey, basement building with a flat roof. The building is based on the footings of plain concrete and reinforced concrete footings. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM in the upper floors of concrete formwork and fittings in the basement. Ceiling structure is designed using locally supported reinforced concrete slabs. The entire building is divided into several sections. The 1s there is an underground garage and wellness. In 1.NP is a restaurant and facilities associated with the operation of the restaurant and hotel. In 2.NP and 3.NP are single rooms. Total capacity is 155 people and has 16 employees. To the building are three main entrances. Two of them are designed as public entrance to the restaurant and hotel. The third is the entrance for staff and supplies. Among other inputs that lead from the exterior of the building is the entrance to the restaurant terrace. Another entry is possible from the underground garage to wllnessu. The proposed facility is designed wheelchair. Before the building is designed parking for 27 cars and underground garage for 44 cars. Five of parking places are for disabled people.
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Nonlinear analysis of reinforced concrete foot failure
Dubina, Radek ; Václav,, Veselý (referee) ; Eliáš, Jan (advisor)
Reinforced concrete monolithic feet are one kind of shallow foundation used mainly under column systems. These systems transfer the load from upper floors through columns to the feet and through them to the foundation soil. Interaction between the foot and the foundation soil plays an important role due to the system sensitivity to the uneven settlement. Feet has to resist shear induced by vertical force and bending moment caused by stress in footing bottom. The work is devoted to design of the foot according to European standard Eurocode 2. It is then focused on numerical simulation of foot failure and calculation of the corresponding maximal vertical force in the column using a 3D model with nonlinear material models of subsoil, reinforcement and concrete. The calculations are done in software ATENA 3D for different variants of subsoil, reinforcement and foot shape. Results according to European standard and nonlinear analysis are compared.
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Sports centre Polička
Svoboda, Jan ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
This thesis deals with the design and elaboration process of a project documentation of a sports centre. The designed sports centre building is situated in the southern part of the town of Polička, in the area determined for sports and free time activities complexes and areas. It is a two-floor, non-cellar, flat-roof building. It is based on plain concrete strip foundations and reinforced concrete foundation footing. The bearing, peripheral and partition walls are designed from POROTHERM hollow clay blocks. Reinforced concrete columns are designated in open disposition areas. The ceiling construction is made from SPIROLL pre-stressed concrete floor slabs and point-supported reinforced concrete slabs. The peripheral walls of the first aboveground floor are insulated with external thermal insulation system with a protective gabion facade. The peripheral wall thermal insulation in a bowling restaurant and gym halls extension is designed from a ventilated facade with CEMBRIT METRO facade cladding panels. The building is functionally divided into two main parts with a shared entrance. The sports centre with gyms and other sports facilities form the first part. Three squash courts, a mini-football piste, a special room for spinning and alpinning, a room for group exercising and cloakrooms with sanitary facilities are designed within one part of the sports centre. A restaurant with a bowling area and a kitchen with storerooms and other facilities for employees form the second part. The designed complex is barrier-free. There is aimed to be a car park for fifty cars, four motorbikes and a bus in front of the building. Three parking places are for disabled people.
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Design of exhibition hall roof
Němec, Petr ; Ing.Paris Chalivopulos (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.
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