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The steel structure of a hangar
Bartel, Jan ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
Object of this master´s thesis is the design of a hangar. Ground plan dimensions are 30x60m. Vertical cleareance is 11m, overall height is 15.3m. The structure is designed for the lokality of Ostrava. The structure is held by 60m long pipe tube truss of triangular shape. The main girdle is a tube 356x20mm. The truss girder is embedded on both sides on columns composed from HEB 300. There are trusses attached to this main girder each 6m
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The steel roof structure of a hangar
Pojezný, Tomáš ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
This work contains the design and assessment of the steel roof structure of a hangar for Cessna propeller aircraft. Ground plan dimensions are 40,0 x 60,0 m, approximate height is 12,0 m. The supporting system of the structure consists of plane elliptical trusses. The design is selected from two pre-solved geometrical and structural variants. They are compared on the basis of price, the size of painted surfaces and the weight of structure. For the selected variant is made detailed static assessment and drawing documentation.
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Drnholec Sports Airport
Trnová, Jana ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor) ; Pěnčík, Jan (advisor)
This Bachelor Thesis is based on a studio project carried out in 6th term of the Bachelor’s degree within the subject of AG035. The subject matter is a design of a new-built sport airport on the outskirts of the town of Drnholec (Břeclav district). The main entry to the area is provided by a neighbouring third class road. The concept is infuenced mainly by the requirements for sport airports service and the orientation of the building towards the grassy runway. The building is designed as low-rise with two above-ground floors. According to the mass and construction, the building can be divided into three parts. The first one is a double floor height hangar. Its supporting system consists of a steel arched structure covered by technical textile. The hangar is connected to the middle two-floored part, formed by a load-bearing timber frame structure. There is an aircraft stand, being part of the hangar, situated on the ground floor. There is also a workroom background with warehouses and aviation club facilities there. The remaining area is intended for a café. The emphasis was put on the visual connection of the café and the hangar. A spiral staircase allows ascend from the café to the first floor. Most of its area is occupied by a terrace, used as a grandstand for spectators. A dispatching room and a training center are situated there, too. The café on the ground floor is also connected to the last part of the unit. It is a single-floored section, whose supporting function is provided by a timber lamella arched structure. In this part, facilities for the operation of the café and its employees, sanitary facilities for visitors, technical rooms and the aviation club are situated. The designed building solves the absence of the aviation club facilities and the possibilities of locating machines near the runway. What is more, constructing of model building club facilities and accommodation units are taken into consideration in the design, too.
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Steel structure of airport hangar
Kuba, Michal ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is design and assessment of the steel roof structure of a airport hangar for sports aircrafts in Zlín. Ground plan dimensions are 36 x 78 m. The main supporting system is composed of truss girders. On the one side the truss girders are pinned on column, on the other side they are pinned into foundation. The truss girders are arc-shaped, with structural height 1,5 m. Distance between main structures are 6 m. Construction is designed as system without purlins. Bars of the steel structure are from rolled profiles and are designed according to current standards. Supporting elements are designed from steel of class S 355 and S 460.
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Drnholec Sports Airport
Trnová, Jana ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor) ; Pěnčík, Jan (advisor)
This Bachelor Thesis is based on a studio project carried out in 6th term of the Bachelor’s degree within the subject of AG035. The subject matter is a design of a new-built sport airport on the outskirts of the town of Drnholec (Břeclav district). The main entry to the area is provided by a neighbouring third class road. The concept is infuenced mainly by the requirements for sport airports service and the orientation of the building towards the grassy runway. The building is designed as low-rise with two above-ground floors. According to the mass and construction, the building can be divided into three parts. The first one is a double floor height hangar. Its supporting system consists of a steel arched structure covered by technical textile. The hangar is connected to the middle two-floored part, formed by a load-bearing timber frame structure. There is an aircraft stand, being part of the hangar, situated on the ground floor. There is also a workroom background with warehouses and aviation club facilities there. The remaining area is intended for a café. The emphasis was put on the visual connection of the café and the hangar. A spiral staircase allows ascend from the café to the first floor. Most of its area is occupied by a terrace, used as a grandstand for spectators. A dispatching room and a training center are situated there, too. The café on the ground floor is also connected to the last part of the unit. It is a single-floored section, whose supporting function is provided by a timber lamella arched structure. In this part, facilities for the operation of the café and its employees, sanitary facilities for visitors, technical rooms and the aviation club are situated. The designed building solves the absence of the aviation club facilities and the possibilities of locating machines near the runway. What is more, constructing of model building club facilities and accommodation units are taken into consideration in the design, too.
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Hangar
Matějková, Pavla ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Diploma thesis contains a design of steel load-bearing structure of a hangar placed in Brno-Medlánky. The ground dimensions are 40.0×44.0 m, the height of the building is 10.0 m. Two preliminary variants of the design solution were processed; main difference is the shape of the truss girder. Both variants were assessed for a combination of seventeen load cases. The comparison of the variants led to the selection of the final variant, which was assessed in detail. The girder truss in this variant is an arched truss, the height of the truss is 1.5 m, the individual elements are made of square hollow sections. A detailed static calculation was performed including the calculation of joints, drawing documentation and technical report. The main construction material is S235JR steel.
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Steel construction of a hangar
Plačková, Markéta ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This Master´s thesis describes the design and assessment of steel structure of a hangar located in Znojmo. The supporting structure of a hangar is 37,475 m span, 48 m lenght, clear hight at the highest point is 15,5 m. Main construction material is steel, grade S355J2. The supporting structure consist of a truss girders. The distance of each cross link sis 4 m. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details. The valid standards CSN EN were used in processing of this dissertation.
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Gallery aviation technology and traditions of aviation at the airport Medlánky in Brno
Sudolský, Filip ; Hrabec, Josef (referee) ; Šindlar, Jiljí (advisor)
The main subject of the diploma project was to create architecture study for new building of a Gallery for sport aircrafts and their traditions and other equipment that cooperate with this topic. The Gallery is designed in Brno´s Medlanky municipality and it is incorporated on current local sport airport. This project was preceded by studio project on the same area, which included reconstruction and development of this airport area. In this diploma project I was trying to continue with this development and establish a design which would react to my earlier design. The site has a sloped character and it separated from a dense city area. Starting point for the design was to gently touch the landscape and also trying to find certain references directly in the closest surrounding. From the views to surrounding was created the idea to preserve the horizontal lines and with a landscape and constructions demands was created the main idea to continue with the landscape over the spatial structure. The need to cover large-scale exhibit items like aircrafts and other items from this topic led to a starting point of my design. The structure is formed as a spatial truss structure and dominates the exhibition space. Building is connected by program and structure to services and other areas like conference hall, coffee, study room, work room and administration. As a one building it teems mainly from arrival at the airport area when the roofing is an organic, monolithic surface disappearing in surrounding. But gallery itself emerges from the ground and opens towards the aircraft take off and departure area where it is also direction of a main view to the surrounding. The building is also unique for its entering, such as the main entrance through narrow staircase gap in the roof. This entrance should evoke to people an aircraft landing, where while descent plane dive in to the clouds and appear underneath above a whole new landscape. Thus a person sore in to the roof surface a
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Hangar
Čajda, Daniel ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by the sway and longitudinal bracings. Roof and peripheral walls are made by sandwich panels.
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The steel roof structure of a hangar
Pojezný, Tomáš ; Pilgr,, Milan (referee) ; Štrba, Michal (advisor)
This work contains the design and assessment of the steel roof structure of a hangar for Cessna propeller aircraft. Ground plan dimensions are 40,0 x 60,0 m, approximate height is 12,0 m. The supporting system of the structure consists of plane elliptical trusses. The design is selected from two pre-solved geometrical and structural variants. They are compared on the basis of price, the size of painted surfaces and the weight of structure. For the selected variant is made detailed static assessment and drawing documentation.
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