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Planetarium in Brno
Revayová, Veronika ; Pilgr, Milan (referee) ; Pešek, Ondřej (advisor)
The design of several variants of the structure of the planetarium in Brno is the subject of the diploma thesis . The building has a ground plan size of 30x30 meters. The main supporting material is S235 steel. The bearing structure of the object consists of columns, joists and beams. The bearing structure of the dome consists of a spatial structure, which is formed as a half-globe above the diameter of 18 meters. 3 versions of this dome have been processed. The resulting design is Geodetic Dome. Part of the work is an assessment of the main structural elements and selected details. The Scia engineer 2016 version 16.1.3033 was used to calculate internal forces.
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Planetarium with coffee
Vlčková, Sabina ; Třeštíková, Ing Jana (referee) ; Berková, Petra (advisor)
Thesis on "Planetarium with coffee" is processed in the form of project documentation for construction. The proposed facility is designed as a two-storeyed without basement with the main ground plan dimensions of 52,8 x 27,47 m and is located near the village Lošov close to Olomouc. The building is operationally divided into a part intended for public entrance and a part for operation and maintenance. Loadbearing structural system is reinforced concrete monolithic skeleton based on monolithic reinforced concrete foundation footings. Ceiling structure consists of reinforced concrete, monolithic, locally supported, cross reinforced floor slab. Vertical external walls are made of ceramic blocks with contact thermal insulation system. Part of the front rounded facade is designed as glass fronted. The building is covered by a warm flat roof. Roof cladding consists of vegetation layers, walkable terrace or non-walkable structure of roof cladding. The planetarium itself is covered by a reinforced concrete dome with a thermal insulation layer of plates of foamed glass. Fillings of doors and windows are made of aluminum profiles with isolating triple glazing. The building meets the requirements for barrier-free use of buildings.
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Planetarium
Chytil, Lukáš ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
This diploma thesis focuses on a project of new building of Planetarium in Prostějov in Olomouc district. The project is in accordance eith official assignment and with contemporary Czech standards and legislation. Building is placed to biggest park of Prostějov, next to the centre of city on an empty plot owned by city. Object should serve to the people as a cultural centre. The building plan is irregullarly-sharped with maximum dimensions 47,6 x 26,6 m and has three floors. On the first floor is galery, literature store and cafe and on the second floor is projection room and observatory. Structural systém is skelet and walls from reiforced concrete. Foundations of the building are made of concrete strip foundation and reiforced concrete square footings and strip foundations. Ceilings are made of reiforced concrete panels. There are roofs made by steel cupolas. Unsound walls are made of porous fittings. All external walls and cupolas are insulated with mineral wool. Doors and windows have aluminium frame and triple glazing, inner doors are wooden. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the city and its citizens, especially for their cultural life.
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The Town under the Stars
Černá, Tereza ; Synek, Ondřej (referee) ; Mléčka, Jan (advisor)
The aim of my thesis is to find and insert a new function to the city of Sumperk in a way as sensitive as possible to the city environment, based on its needs and was beneficial not only for the city itself but also for the bigger region.
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The roof structure of the planetarium.
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
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Planetarium
Sokolová, Eva ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The master’s thesis object is to create a design of a load carrying steel structure planetarium. Its ground plan dimensions are 36,1 x 49,0 m. The planetarium hall’s roof is designed with system of trusses and purlins. The projection hall’s roof consists of ribbed cupola with radially arched ribs. The stiffness of the whole construction is ensured with bracings. The walls of the whole object are composed of columns, rails and bracings.
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The structure of a planetarium in Šumperk
Nosková, Denisa ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this bachelor thesis is the design and the review of a planetarium framework over the circular ground plane. The frame is considered as hemisphere shaped with a diameter of 26 meters. The dome concept is designed in several variants, such as Schwedler dome -first grade, second grade and modified, as well as a geodesic dome and Föppel dome. Each of the variants is designed of steel and of timber made of laminated wood.
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Astronomical Functions and Art Historical Analysis of the Planetarium of P. Engelbert Seige (1791) in Collections of the National Technical Museum in Prague
Hrůšová, Lucie ; Šolc, Martin (advisor) ; Drozd, Zdeněk (referee)
The main goal of this work is to apprise readers with one part of our national cultural heritage which is exposed at the National Technical Museum in Prague in the astronomy exposition. This heritage is the planetarium from P. Engelbert Seige from 1791. The first chapter endeavours to delineate under what circumstances the planetarium was originated, and it also includes the life of its creator Engelbert Seige and the history of the Ossegg monastery, where Seige lived and worked. The second chapter is devoted to a detailed description of the astronomical functions of the planetarium and a description of its dials and mechanisms, including pictorial documentation. In the third chapter is briefly described the development of time measurement and clock production, as well as contemporary watchmaking and scientific advances and discoveries. It also describes some contemporary clockworks of other watchmaking masters, namely Jan Klein, Eise Eisinga and Philipp Matthäus Hahn, again including their pictorial documentation. The fourth chapter describes other, but unfinished models of Engelbert Seige.
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