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Exhibition pavilion
Řeháček, Jakub ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
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Structure of The Showroom
Trojanová, Lenka ; Röder, Václav (referee) ; Buchta, Stanislav (advisor)
This thesis describes the design of wooden substructures Motor Show. This constructionis located in South Moravia in Brno area. The dimensions are 33 mx 49 m and height from ground to top is 15.5 m The main structure is unbalanced arc of glued laminated timber, constant section height. Length of the arch is 39 meters. For the design of bearings, connections and contacts have been used steel elements. The concrete columns are stored using the arc tangent bearings. Front and side (east) side have a glass facade, glass is the antisun and security properties are opposite sides of the brickPOROTHERM 40th The structure was modeled in the SCIA ENGINEER 2011th The structural analysis was performed manually.
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Training and Education Centre
Halla, Antonín ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
This thesis solves design and project of construction of training and education centre, contains library, classrooms and administratice facilities. The building is set into a former allotment gardens on outskirt of Brno. The project reclaimed this land. The shape of the bulding is created by two connected curves, it reminds wide open letter "U". There are two buildings connected with glass vestibule, the object is partially sunk below ground. South side of the building consists of a double transparent facade, which contributes to energy savings, the northern facade is clad with wooden battens. Underground constructions are made of concrete, pillars and horizotal structures are made of laminated wood. Green roof is transferred underground on the west and east side of building. In the interior alternates exposed concrete and laminated wood.
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Exhibition pavilion
Řeháček, Jakub ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
|
|
|
Training and Education Centre
Halla, Antonín ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
This thesis solves design and project of construction of training and education centre, contains library, classrooms and administratice facilities. The building is set into a former allotment gardens on outskirt of Brno. The project reclaimed this land. The shape of the bulding is created by two connected curves, it reminds wide open letter "U". There are two buildings connected with glass vestibule, the object is partially sunk below ground. South side of the building consists of a double transparent facade, which contributes to energy savings, the northern facade is clad with wooden battens. Underground constructions are made of concrete, pillars and horizotal structures are made of laminated wood. Green roof is transferred underground on the west and east side of building. In the interior alternates exposed concrete and laminated wood.
|
|
|
Structure of The Showroom
Trojanová, Lenka ; Röder, Václav (referee) ; Buchta, Stanislav (advisor)
This thesis describes the design of wooden substructures Motor Show. This constructionis located in South Moravia in Brno area. The dimensions are 33 mx 49 m and height from ground to top is 15.5 m The main structure is unbalanced arc of glued laminated timber, constant section height. Length of the arch is 39 meters. For the design of bearings, connections and contacts have been used steel elements. The concrete columns are stored using the arc tangent bearings. Front and side (east) side have a glass facade, glass is the antisun and security properties are opposite sides of the brickPOROTHERM 40th The structure was modeled in the SCIA ENGINEER 2011th The structural analysis was performed manually.
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