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Storage Hall
Badár, Tomáš ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall in the city of Jihlava. The building is designed as a two-aisled hall with its dimensions 36×60 m. The main supporting part is diagonal links makes truss frame with span of 24 m, which is hinged to the structure of columns. Height in the top of the ship is 9,0 m. Among the main support frames are solid purlins. The main structure is articulated outbuitding with dimensions 12×60 m and height in the top 5,92 m. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The calculation has been done in Scia Engineer 16.1 program and by hand canculation.
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Society over the Sázava
Dorňáková, Monika ; Stehlík, Ondřej (referee) ; Nový, Vítězslav (advisor)
The work deals with the reconstruction and outbuilding of the community center in Zdar nad Sazavou. The existing house was built in the 70s last century. The building served as a day nursery in the past and then as a branch office of primary school. In this time is a part of the building used by the Club in 9 and Day of center for children and youth, part of the building is unused. The building is located in the centre of inaccessible and unkempt gardens and do not communicate with the surrounding. The aim of the diploma work is to change this situation. Using the construction impacts to create from the building a home and garden, which will be open to the surrounding and will be to interact with it. It using the reconstructions and outbuildings, which will respect the original DNA of the house.
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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VALUATION METHODOLOGY PARTS AND ACCESSORIES OF ESTATES WITH EMPHASIS ON A DIFFERENCE BETWEEN EXTERNAL WORKS AND ENGINEERING STRUCTURE
Vidovičová, Ivana ; Superatová, Alena (referee) ; Hanák, Jakub (referee) ; Bradáč, Albert (advisor)
The dissertation deals with problems in the valuation of parts and accessories of land with an emphasis on the difference between landscaping and engineering structure. Despite the existence of defined components and accessories immovable in the Civil Code in practice often appear doubts about whether in a particular case is still part of the real property, or whether it is already a matter of self. The work addresses this issue in detail only for roads, drainages and retaining walls. There were studied various laws and the earlier Court decisions. The Court judicature often solves problems of ownership determination. Can be seen as an example: Determining ownership of the rock, that is formed by hardening the land surface rocks and planting permanent crops. Whether the owner of the land owner or the person who built it. Likewise, there are disputes to determine ownership of utility connections, ownership structures, which are kept below the surface of the land. Based on the new Civil Code no. 89/2012 Coll. there has been extensive changes in the field of things and their allocation. There is a new concept existing, instead of the current concept of property. There is existing a new concept called Real property. A very important change is that the engineering structures are parts of the land, but based on the § 509 utilities, especially water, sewer or power lines or other, are not parts of the land. It is believed that parts of the utilities are also buildings and technical equipment that is connected to them operationally. Also important is the § 3055 para. (1): Engineering structure which is connected to the ground with a solid foundation, which is under the existing legislation part of the land on which it is established, and the effective date of this Act, owned by a person different from the owner of the land, and the bottom the entry into force of this Act does not become part of the land and immovable property. The same applies to the building, which is co-owned, if one of the joint owners and the owner of the land or if they are just some of venturers building co-owners of the land. The author presents the general specifics valuation external works and civil engineering in selected cases and the valuation of construction law. Work includes a chronological overview of valuation rules.
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Kindergarten Adaptation to Contemporary Living
Peciarová, Gabriela ; Juračková, Edita (referee) ; Králová, Zuzana (advisor)
This theses is regarding a proposal of adaptation and extension of an object of an infant school in Pravenec. The object was built in 1963 and it was originally built to serve as a local infant school and creche. It served its original purpose until year 2000 and afterwards was used as a workshop of a textile factory. Since 2010 this object has not been utilised. Adaptation of object includes the alternation of its purpose. Object will be partially re-built and modified in order to be able to serve as a domestic building. There should be three separate housing units created, each with its own entrance. On first level there will be two individual accommodation units. On second level there will be a single apartment designed with an entrance through staircase. Adaptation also includes an overall isolation of the building, exchange of aperture blockage and a new flat roof as current condition of the object does not meet the quality standards.
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Storage hall
Ščudla, Pavel ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
The master´s thesis on the topic Storage hall is processed in the form of project documentation for the realization of the new building. This building is projected on a plot 2828/108, 2828/106, 2828/105, 2828/104, 2828/222 and 2828/107 in the cadastral area Brno – Cernovice. This building is adjoined to the existing production hall and is divided into two parts. This parts are storage and administration. The administrative part has two floors and includes office space and hygienic facilities for own employees. The storage part is determined for storing of plastic products.
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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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