National Repository of Grey Literature 8 records found  Search took 0.00 seconds. 
School of Art Brno
Kousal, Petr ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Štěpánek, Ladislav (advisor)
The School of art is situated in a part of Brno-Kraví hora. Location of building is on the top of sloping land and structure is recessed in ground. Concept was built up on an central atrium, which is surrounded by exhibition area. The area is supplemented by sliding exhibition panels. Classrooms of each subject are placed in two wings. Both wings lie on the ground and forming exterior private space. Building also composes multipurpose hall and cafe. A lift was designed specially and connecting each floors. The lift goes on the top of level where tereace is. Every level of structure has green ascendible roof. Building facility establishes the structure which is made by diaphragm walls. Construction is build up by reinforced concrete skeleton. Steel-truss frame will be designed as another construction. The facade is made by combination of architectural concrete and glass areas. Space is separed by colored walls in the interior. The School of art will be visited by people of all age groups. Building facility is not only for habitents from Brno.
REINFORCED CONCRETE WALLS FOR THE LINE FLOOD-PROTECTION PRECAUTIONS
Roudný, Tomáš ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The work deals with design of two variants of reinforced concrete walls for line flood-protection precautions. The solution include design and assessment of walls according to ČSN EN 1992 in the ultimate limit state and the serviceability limit state (crack limitation).
Realization of technological steps gross upper building construction of the Technology Centre, Brno Dobrovského
Bartoněk, Vratislav ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
This Bachelor thesis is based upon the Technology Centre project of Dobrovsky tunnels in Brno, Czech Republic. The Technology Centre will be used mainly for the placement of controls of technology, controls of operation and also for operating the ventilation of tunnel‘s traffic area. The building of Technology Centre is located approximately in the middle of the tunnel‘s paths, and divided to two independent units - TCI and TCII. This work deals with the implementation of construction site TCI. It is an eight-floored object with seven floors located underground and one above the ground. This work involves the technological prescription with inspection and test plan for implementation of underground walls and performing the monolithic ceiling construction. Also a part of this work is the building equipment layout with organization of construction, the mechanical assembly blueprint, a time schedule, an itemized budget, an HSW and an environment.
Mechanical properties of marine sediment near Koper and numerical modelling of a deep excavation
Tůma, Pavel ; Mašín, David (advisor) ; Miča, Lumír (referee)
Mechanical properties of marine sediment near Koper and numerical modelling of a deep excavation Engineering geological conditions near the port Koper in southwestern Slovenia forces geotechnical experts and civil engineers to solve problems in foundation various types of objects and purpose of the practice since the fifties of last century, when it began an intensive development of infrastructure of the port. The results of series of geological and geotechnical surveys, monitoring, and long experience with foundation in the local geology shows that it is almost always the 3rd geotechnical category, or foundation of complex structures in difficult geological conditions below the water table. The entire area belongs to Alpine-Dinaric tectonic area. The rock foundation is composed of complexes of flysch sediments Eocene age at which mounted files of recent marine sediments in the area widely submerged river valley fluvial sands and gravels. From the geotechnical point of view it is interesting site, where most buildings were based on a layer of soft marine sediments, where it is through the creation of special methods implemented in the establishment of deep-level endurable layers of gravel and sand of the river Rižana or at the level footingwall flysch. Set of marine sediments near the port Koper,...
Mechanical properties of marine sediment near Koper and numerical modelling of a deep excavation
Tůma, Pavel ; Mašín, David (advisor) ; Miča, Lumír (referee)
Mechanical properties of marine sediment near Koper and numerical modelling of a deep excavation Engineering geological conditions near the port Koper in southwestern Slovenia forces geotechnical experts and civil engineers to solve problems in foundation various types of objects and purpose of the practice since the fifties of last century, when it began an intensive development of infrastructure of the port. The results of series of geological and geotechnical surveys, monitoring, and long experience with foundation in the local geology shows that it is almost always the 3rd geotechnical category, or foundation of complex structures in difficult geological conditions below the water table. The entire area belongs to Alpine-Dinaric tectonic area. The rock foundation is composed of complexes of flysch sediments Eocene age at which mounted files of recent marine sediments in the area widely submerged river valley fluvial sands and gravels. From the geotechnical point of view it is interesting site, where most buildings were based on a layer of soft marine sediments, where it is through the creation of special methods implemented in the establishment of deep-level endurable layers of gravel and sand of the river Rižana or at the level footingwall flysch. Set of marine sediments near the port Koper,...
School of Art Brno
Kousal, Petr ; Teplý, Vladimír (referee) ; Odvárka, Antonín (advisor) ; Štěpánek, Ladislav (advisor)
The School of art is situated in a part of Brno-Kraví hora. Location of building is on the top of sloping land and structure is recessed in ground. Concept was built up on an central atrium, which is surrounded by exhibition area. The area is supplemented by sliding exhibition panels. Classrooms of each subject are placed in two wings. Both wings lie on the ground and forming exterior private space. Building also composes multipurpose hall and cafe. A lift was designed specially and connecting each floors. The lift goes on the top of level where tereace is. Every level of structure has green ascendible roof. Building facility establishes the structure which is made by diaphragm walls. Construction is build up by reinforced concrete skeleton. Steel-truss frame will be designed as another construction. The facade is made by combination of architectural concrete and glass areas. Space is separed by colored walls in the interior. The School of art will be visited by people of all age groups. Building facility is not only for habitents from Brno.
REINFORCED CONCRETE WALLS FOR THE LINE FLOOD-PROTECTION PRECAUTIONS
Roudný, Tomáš ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The work deals with design of two variants of reinforced concrete walls for line flood-protection precautions. The solution include design and assessment of walls according to ČSN EN 1992 in the ultimate limit state and the serviceability limit state (crack limitation).
Realization of technological steps gross upper building construction of the Technology Centre, Brno Dobrovského
Bartoněk, Vratislav ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
This Bachelor thesis is based upon the Technology Centre project of Dobrovsky tunnels in Brno, Czech Republic. The Technology Centre will be used mainly for the placement of controls of technology, controls of operation and also for operating the ventilation of tunnel‘s traffic area. The building of Technology Centre is located approximately in the middle of the tunnel‘s paths, and divided to two independent units - TCI and TCII. This work deals with the implementation of construction site TCI. It is an eight-floored object with seven floors located underground and one above the ground. This work involves the technological prescription with inspection and test plan for implementation of underground walls and performing the monolithic ceiling construction. Also a part of this work is the building equipment layout with organization of construction, the mechanical assembly blueprint, a time schedule, an itemized budget, an HSW and an environment.

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