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Intenzive Urban Housing Brno
Jabůrková, Dominika ; Zadražilová,, Miroslava (referee) ; Menšíková, Naděžda (advisor)
The aim of this Master thesis was to create urban structure situated in the particular resident area of Brno city centre. The solution offers mixing of different functions (living, shopping, workshops, offices, restaurant, other services and working possibilites) on a relative small built up area.This is realized with a help of two main principes/multiplicity and verticality. The efective use of the area was achieved with dividing the space to the „calm“areas and „busy“ areas. Calm areas are a park in courtyard and the roof gardens, busy area is a new diagonál street with shops, restaurant, fastfood and galery. The objects have different height, the highest one is 12 floors tall. In the first one are different functions as kindergarten, shops, administrative, gallery, insurance, coffee, in the second one there is partly administrative and infant school. Flats and studios are designed from the second floor to the 11 floor. The 12th floor offers a coffeebar with a view of Brno dominants. There is parking and technical device space in the two underground floors. The construction system is reinforced concrete monolitic skelet with girders, the horizontal constructions are reinforced monolitic plates. The buildings are founded on reinforced concrete flaps.
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Steel Lattice Mast 4x110kV
Baďura, Martin ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of this thesis is the design of the supporting steel lattice tower for power lines 4 x 110 kV. The spatial structure of the support construction is designed in accordance with the security requirements for the purpose of the object (i.e. power transmission). The supporting structure of the tower is designed from standard rolled steel sections and accommodates any recent changes in regulations and technical standards related to the construction and operation of outdoor high-voltage power. These changes are mainly related to the new European regulations and standards and their harmonisation with the Czech system.
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Bridge crossing over Svitava river and railway track in Blansko
Smělíková, Petra ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metres. The bridge deck consists of steel cross beams bonded with reinforced concrete slab of 200 millimeters of thickness. The drive-through width of the roadway is 7.0 meters. The bridge is fitted with right-sided walkway placed on steel cantilevers. The walk-through width of the walkway is 3.0 meters. Material used is S355 Steel, C30/37 Concrete and S460 Steel which is used for marginal spans of the bridge. Load-bearing construction is assessed in compliance with current technical requirements laid down by European Directives, so called “Eurocodes”. The calculation of inner powers is performed using the Scia Engineer 2013.1 software.
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Footbridge in Blansko
Urbánek, Jan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the thesis is design and check of steel load-bearing structure of a footbridge. The footbridge spans the river Svitava in the town Blansko. The span length is 24 metres. The structural design is spatial bar structure with two main trusses. The upper and lower chords are curved in the shape of circular arch and they are connected by diagonal bars. In the level of the upper and lower chords the beams are connected by floor beam. Horizontal rigidity of the upper and lower construction area is secured by bracings. The bridge deck is laid on the lower floor beam. The solution is the result of the comparison and evaluation of two variants.
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Intenzive Urban Housing Brno
Jabůrková, Dominika ; Zadražilová,, Miroslava (referee) ; Menšíková, Naděžda (advisor)
The aim of this Master thesis was to create urban structure situated in the particular resident area of Brno city centre. The solution offers mixing of different functions (living, shopping, workshops, offices, restaurant, other services and working possibilites) on a relative small built up area.This is realized with a help of two main principes/multiplicity and verticality. The efective use of the area was achieved with dividing the space to the „calm“areas and „busy“ areas. Calm areas are a park in courtyard and the roof gardens, busy area is a new diagonál street with shops, restaurant, fastfood and galery. The objects have different height, the highest one is 12 floors tall. In the first one are different functions as kindergarten, shops, administrative, gallery, insurance, coffee, in the second one there is partly administrative and infant school. Flats and studios are designed from the second floor to the 11 floor. The 12th floor offers a coffeebar with a view of Brno dominants. There is parking and technical device space in the two underground floors. The construction system is reinforced concrete monolitic skelet with girders, the horizontal constructions are reinforced monolitic plates. The buildings are founded on reinforced concrete flaps.
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|
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Footbridge in Blansko
Urbánek, Jan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the thesis is design and check of steel load-bearing structure of a footbridge. The footbridge spans the river Svitava in the town Blansko. The span length is 24 metres. The structural design is spatial bar structure with two main trusses. The upper and lower chords are curved in the shape of circular arch and they are connected by diagonal bars. In the level of the upper and lower chords the beams are connected by floor beam. Horizontal rigidity of the upper and lower construction area is secured by bracings. The bridge deck is laid on the lower floor beam. The solution is the result of the comparison and evaluation of two variants.
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Bridge crossing over Svitava river and railway track in Blansko
Smělíková, Petra ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metres. The bridge deck consists of steel cross beams bonded with reinforced concrete slab of 200 millimeters of thickness. The drive-through width of the roadway is 7.0 meters. The bridge is fitted with right-sided walkway placed on steel cantilevers. The walk-through width of the walkway is 3.0 meters. Material used is S355 Steel, C30/37 Concrete and S460 Steel which is used for marginal spans of the bridge. Load-bearing construction is assessed in compliance with current technical requirements laid down by European Directives, so called “Eurocodes”. The calculation of inner powers is performed using the Scia Engineer 2013.1 software.
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Steel Lattice Mast 4x110kV
Baďura, Martin ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of this thesis is the design of the supporting steel lattice tower for power lines 4 x 110 kV. The spatial structure of the support construction is designed in accordance with the security requirements for the purpose of the object (i.e. power transmission). The supporting structure of the tower is designed from standard rolled steel sections and accommodates any recent changes in regulations and technical standards related to the construction and operation of outdoor high-voltage power. These changes are mainly related to the new European regulations and standards and their harmonisation with the Czech system.
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