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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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Travelling and lifting mechanism
Folprecht, Michal ; Malach, František (referee) ; Malášek, Jiří (advisor)
The main goal this thesis is presenting solution for manipulation with chopper BELL between of hangar and landing zone. The main task is design useful construction solution by required task, also perform a strenght calculations each part of mechanism and drawing documentation. Also included is a 3D visualization of the entire mechanism.
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Travelling and lifting mechanism
Kukla, Antonín ; Malach, František (referee) ; Malášek, Jiří (advisor)
The main objective of the thesis is to design and construct a taxiway and a lifting device for moving a BELL helicopter with slides. Handling equipment is used for transporting helicopters between the airfield and hangars. The thesis is divided into several parts. The first part includes the design of taxiway and lifting equipment. Other parts contain strength calculation of selected parts and design documentation, which includes assembly drawings and important groups drawings.
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Travelling and lifting mechanism
Bernard, Vladislav ; Malach, František (referee) ; Malášek, Jiří (advisor)
The thesis deals the design and calculation of handling equipment designed for transport of Bell helicopter between the airport and hangar space. The first part contains an analysis of possible mechanisms applicable to the handling of the helicopter as well as an overview of the overall evaluation of some producers, engaged in the manufacture of this type of device. The second part presents the design, necessary calculations and drawing documentation. Handling equipment is designed for loading kapacity of 2000kg with a minimum 80 mm lift of helicopter to ensure safe transportation to the required distance.
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The Steel Structure of a Hangar
Růžičková, Markéta ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The purpose of this dissertation is to take into consideration the design and the steel structure assessment of the hangar for small propeller aircraft type Cessna. The platform dimensions are 40,0 by 60,0 metres. Headroom is around 10,0 metres. The object’s location is in Brno. The main structural material is steel S355J2. There are two initial geometric alternatives, in other words structural modifications of desired solution. These are spatial truss arc tie beam and garland tie beam. The two alternatives were tentatively designed according to their dimensions and the main supporting elements of both alternatives were also assessed and considered. The alternatives were finally evaluated and one option was selected for detailed processing. In turn of the chosen option, there had been drawing of detailed analysis of the main load bearing parts of the construction with joints and some other details included. Furthermore there is drawing documentation and supervisor’s technical report attached. The valid standards CSN EN were used in processing of this dissertation.
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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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Travelling and lifting mechanism
Husák, Adam ; Šťastný, Antonín (referee) ; Malášek, Jiří (advisor)
This bachelor´s thesis is aimed on traveling and lifting device designed for transportation of BELL helicopters between tarmac and hangar. The first part is devoted to review and evaluation general producers of similar devices. Furthermore there are analysis of possible mechanisms and subsequent choice of appropriate solution. The second part deals with design solution and calculations. Includes drawing of designed device. This device is defined by load capacity up to 2000 kg and stroke 80 mm.
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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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