National Repository of Grey Literature 12 records found  1 - 10next  jump to record: Search took 0.00 seconds. 
Multifinctional gym hall
Holemy, Ondřej ; Párová,, Jitka (referee) ; Rusinová, Marie (advisor)
The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.
Favorit Brno / cycling stadium - bicross track / architectural study - design / stage 2021/22
Jussupov, Daniyar ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor)
The task is to design a modern velodrome on the site of the existing Favorit velodrome on Křížkovského Street. The new velodrome should respond to the modern requirements and Olympic standards of the sport. The existing velodrome does not correspond to the modern Olympic standards of the cycling track, which is 250 m long. The building will be located on the premises of the existing velodrome Favorit on Křížkovského Street near the Svratka River
Steel Structure of Footbal Grandstand
Kloss, Tomáš ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The aim of this bachelor´s thesis is to design and check the football grandstand roof construction with ground plan dimensions of 30 x 105 m and a height of 20.5 m. Climatic loading is determinated for the location of the construction site - Ostrava. The resulting structural system was chosen spatially co-composed of trusses, purlins trusses, transverse and longitudinal stiffeners, columns and struts. The shape of the roof, which commemorates the air wing, is creating difficult conditions for wrapping air currents. Parts of the work are: technical report, structural analysis of the main structural elements and selected connections and drawings. The computational model for determination of internal forces is implemented in Scia Engineer. The review is created manually according to valid European standards.
Football grounds Vrchlabi - rough upper construction
Vochyán, David ; Řihák, Pavel (referee) ; Biely, Boris (advisor)
The aim of this bachetor's thesis is to describe constructien- technological stage of rough upper construction of some part of grandstand in Vrchlabí. It consist of a possible solution of supply of steel segments and its delivery to building from site stock, project of equipment of building site, technological regulation for assembly of steel construction, machine configuration , control od worte quality, time schedule and building budget.
Roofing of sports stadium tribune
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The aim of this thesis is to create a design of a grandstand steel roof structure with ground plan dimensions of 15 x 116 m in Frýdek-Místek. The roof size must meet all the required dimensions, so that the comfort of sitting spectators is not disturbed. The transverse connection is FORMED by trusses, which are hinged on columns. The spacing between inner connections is 12 m and 10 m between outer connections. The columns are interlocked in the base. The rigidity is secured by a system of brace rods and truss purlins. The steel columns are composed of rolled profiles designed according to ČSN EN standards. The structure consists of steel S355, some parts are then made from S235 or S460 (ordinary steel).
Prefabricated hall for gym
Pavličko, Jakub ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The aim of the diploma thesis is to design particular vertical and horizontal elements of the prefabricated gym hall. The supporting structure of the gym is formed by means of the column system with the use of the roof preloaded trusses. The entrance part of the building is designed as a column system using load-bearing beams and prefabricated ceiling sections. Overall, the structure of the building consists of columns, footings, foundation beams, reinforcing beams, prefabricated components which function as a ceiling structure, components functioning as a grandstand, a load - bearing beams a preloaded roof trusses V1. The diploma thesis designs particular supporting elements of the construction together with the construction of a grandstand.
Favorit Brno / cycling stadium - bicross track / architectural study - design / stage 2021/22
Jussupov, Daniyar ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor)
The task is to design a modern velodrome on the site of the existing Favorit velodrome on Křížkovského Street. The new velodrome should respond to the modern requirements and Olympic standards of the sport. The existing velodrome does not correspond to the modern Olympic standards of the cycling track, which is 250 m long. The building will be located on the premises of the existing velodrome Favorit on Křížkovského Street near the Svratka River
Prefabricated hall for gym
Pavličko, Jakub ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The aim of the diploma thesis is to design particular vertical and horizontal elements of the prefabricated gym hall. The supporting structure of the gym is formed by means of the column system with the use of the roof preloaded trusses. The entrance part of the building is designed as a column system using load-bearing beams and prefabricated ceiling sections. Overall, the structure of the building consists of columns, footings, foundation beams, reinforcing beams, prefabricated components which function as a ceiling structure, components functioning as a grandstand, a load - bearing beams a preloaded roof trusses V1. The diploma thesis designs particular supporting elements of the construction together with the construction of a grandstand.
Roofing of sports stadium tribune
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The aim of this thesis is to create a design of a grandstand steel roof structure with ground plan dimensions of 15 x 116 m in Frýdek-Místek. The roof size must meet all the required dimensions, so that the comfort of sitting spectators is not disturbed. The transverse connection is FORMED by trusses, which are hinged on columns. The spacing between inner connections is 12 m and 10 m between outer connections. The columns are interlocked in the base. The rigidity is secured by a system of brace rods and truss purlins. The steel columns are composed of rolled profiles designed according to ČSN EN standards. The structure consists of steel S355, some parts are then made from S235 or S460 (ordinary steel).
Multifinctional gym hall
Holemy, Ondřej ; Párová,, Jitka (referee) ; Rusinová, Marie (advisor)
The master‘s thesis concerns about the freestanding multipurpose sport hall with a base for sportsmen and spectators and its associated sport and regeneration centre. The object is situated in a city district Brno Bohunice. The designed building is divided into a single storey multipurpose sport hall and an outbuilding with two above-ground floors and a partial third floor above the entrance part of the building. Object’s plan shape forms a rectangle with recessed entrance part. The load-bearing structure consists of a combined column and wall construction system. The main multipurpose hall is roofed with arched glulam laminated trusses, which are supported by steel columns covered by sandwich panels. The outbuilding’s vertical load-bearing structure is formed by clay blocks. The horizontal load-bearing structure is formed by prestressed concrete floor slab. The building is based on shallow foundations. The object is designed to be barrier-free for sportsmen and visitors as well.

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