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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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Shopping Center in Ivanovice na Hané
Čech, Martin ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
Work deals with design of steel structure of shopping center. It is a building with rectangular shape with dimensions 28 x 55 m and a height 11 m and with cylindrical roof with 50 m radius. Main frames are designed with 5,5 m distance and they are made of arc roof truss connected to steel plate columns. Exterior building envelope is made of Kingspan sandwich panels. Roof cladding is designed without purlins and curtain wall is fastened into side rails. Macalloy tension members are used to obtain spatial rigidity of the structure.
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Ice Hockey Stadium
Čech, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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Restaurant dance floor shelter
Horský, Vojtěch ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.
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Ice Hockey Stadium
Čech, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.
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|
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Restaurant dance floor shelter
Horský, Vojtěch ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.
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Shopping Center in Ivanovice na Hané
Čech, Martin ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
Work deals with design of steel structure of shopping center. It is a building with rectangular shape with dimensions 28 x 55 m and a height 11 m and with cylindrical roof with 50 m radius. Main frames are designed with 5,5 m distance and they are made of arc roof truss connected to steel plate columns. Exterior building envelope is made of Kingspan sandwich panels. Roof cladding is designed without purlins and curtain wall is fastened into side rails. Macalloy tension members are used to obtain spatial rigidity of the structure.
|
|
|
Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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|
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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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