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Evaluation of technical conditions of the object
Majtánová, Romana Viktória ; Láník, Jaromír (referee) ; Schmid, Pavel (advisor)
This work deals with construction material research office building with eighteen floors to the street Šumavská 35 in Brno with ground plan dimensions of about 25 x 25 m. The structure consists of a reinforced concrete substructure and floors of steel frame. The scope of the survey will determine the quality of concrete in vertical supporting columns at level 1. PP structures using cores and subsequent laboratory testing. Another task will be to verify the status of moorings steel perimeter columns to the building of reinforced concrete pillars at the boundary of 1st basement and 1st floor.
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Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Realization of technological steps gross upper building construction of ski facilities in Kouty nad Desnou
Jandová, Renáta ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The main subject of Bachelor thesis concerns two technological phases of roughly build upper building of ski areal in Kouty nad Desnou. The building serves as a dinning and bowling centre. In particular there are three restaurants. The object is located in the centre of the village, under the ski slope. It will be used all over the year ass entertaining centre. The building has one floor bellow and two above the ground. The construction is made like monolithic core structure with Porotherm brick blocks. The individual technological phases focus on the vertical supporting constructions in second floor and monolithic ferroconcrete roof above second floor. In pursuance of second task, the thesis compares financial and time point of view of two technologies of making vertical supporting walls.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
|
|
|
Evaluation of technical conditions of the object
Majtánová, Romana Viktória ; Láník, Jaromír (referee) ; Schmid, Pavel (advisor)
This work deals with construction material research office building with eighteen floors to the street Šumavská 35 in Brno with ground plan dimensions of about 25 x 25 m. The structure consists of a reinforced concrete substructure and floors of steel frame. The scope of the survey will determine the quality of concrete in vertical supporting columns at level 1. PP structures using cores and subsequent laboratory testing. Another task will be to verify the status of moorings steel perimeter columns to the building of reinforced concrete pillars at the boundary of 1st basement and 1st floor.
|
|
| |
|
|
Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
|
|
|
Realization of technological steps gross upper building construction of ski facilities in Kouty nad Desnou
Jandová, Renáta ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
The main subject of Bachelor thesis concerns two technological phases of roughly build upper building of ski areal in Kouty nad Desnou. The building serves as a dinning and bowling centre. In particular there are three restaurants. The object is located in the centre of the village, under the ski slope. It will be used all over the year ass entertaining centre. The building has one floor bellow and two above the ground. The construction is made like monolithic core structure with Porotherm brick blocks. The individual technological phases focus on the vertical supporting constructions in second floor and monolithic ferroconcrete roof above second floor. In pursuance of second task, the thesis compares financial and time point of view of two technologies of making vertical supporting walls.
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