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Autosalon in Jihlava
Mátlová, Michaela ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.
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Pedestrian bridge across the river Svitava
Bezručová, Kristína ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The aim of this thesis is the design and analysis of pedestrian bridge across the river Svitava. Three variants were designed. The variant of one-span frame construction with a parabolic haunch was chosen for analysis. The calculation of load effects was made in software Scie Engineer. For evaluation was used MS Excel. The design and assessment are according to the europien standards. The time dependent analysis is not treated in this work.
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Hotel with sports background
Karásek, Petr ; Konečná, Klára (referee) ; Müller, Jan (advisor)
The main subject of the diploma thesis is a new construction of the hotel with sporting facility in Kuřim. The Thesis is done in a form of a project documentation with all requests by the law and regulations included. The project is Composed of two buildings, a hotel and the sporting hall. The building is Located in slope in direction to south direction. The hotel building have four Storeys. The whole disposition solution of both buildings is connected. In a first floor is located the hotel restaurant, staff background, wellness and fitness Secon and third floor is supposed to be Used Mainly for accomodating of Sportsmans, and the last fourth floor is for holding meetings and conferences. The main Supporting structure is done with as monolitic frame construction of beams, columns and continuous slabs. All roofs are done as mono-layer roofs. First floor of the sporting hall is used by people during the sporting activity. This area is composed of changing rooms with a social background and other spaces for the proper function of the hall. The main Supporting construction of the hall is designed as glued lamellar beams supported by columns.
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Static analysis of reinforced concrete roofing of platform
Popovič, Tomáš ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The thesis deals with the static solution of reinforced concrete roofing of bus platform. It is a monolithic reinforced concrete frame structure, which is consisting of circular pillar and girder. The girder has the general shape. The board is double-sided embedded into girder. The loads acting on the construction are transmitted to the foundation soil using reinforced concrete foundation blocks. The content of this thesis is based on the dimensioning of individual elements of the support structure according to ČSN EN 1992-1-1. These elements are dimensioned for the ultimate limit state. The main outputs of this static calculation are drawings of shape and drawings of reinforcement.
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Sheepfarm
Ledvinková, Šárka ; Šuhajdová, Eva (referee) ; Myslín, Jiří (advisor) ; Čuprová, Danuše (advisor)
It is an ecological family farm engaged in raising sheep and processing of sheep milk. There is a restaurant and accommodation at hotel level. Proposed set of objects is located south-west of the village Pozďatín on a gentle hill and is surrounded by pastures and woods. The concept is based on a traditional country farmhouse with a semi-closed court. The buildings are irregularly interwoven of narrow and tall blocks with different colors, which expand and illuminate the attic space and allowing its use. The northern building is a restaurant, accommodation for guests and a flat of house owner , there are stables in the south and side is covered parking for mechanization on the west side. Buildings are designed by wooden system, so-called the Platform-Frame system.
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Wooden Based Detached House Vinium
Ždánský, Adam ; Šibal, Jan (referee) ; Králová, Zuzana (advisor)
This bachelor thesis deals with design of timber frame house situated in the cadastre unit Žarošice, region Hodonín. It is a detached house standing in new created resident area. It is designed for a family of four. The houses has two storeys without basement. Next to house is located detached garage and garden house. There is gable roof and flat roof with parapet wall. It is designed as a timber frame construction covered with gypsum fibreboard Fermacell.
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Frame bridge
Kapsa, Štěpán ; Velešík, Marek (referee) ; Koláček, Jan (advisor)
The work deals with the design of a single-pole frame structure of a road bridge, which is based deeply on piles. Due to the size of the span of 26 m, additionally prestressed cables are designed in the supporting structure. The structure is analyzed by a three-dimensional bar model and assessed for serviceability and load-bearing limit states in the longitudinal and transverse directions. Part of the design is a study of the influence of supporting the computational model and a comparison of the effect of active and resting earth pressure on the structure.
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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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One span frame bridge
Černý, Pavel ; Juříček, Lukáš (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is the design and analysis of bridge across the river. Three variants were designed. The structure was designed as a one-span frame bridge with a parabolic haunch with of span range of 24,0~m. The calculation of load efects eas made in software Scia Engineer and for evaluation was used MS Excel. Both design and relevant drawing documentation of the bridge deck and abutment.
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Steel Beam Structure Optimization
Lamoš, Radek ; Eliáš, Jan (referee) ; Frantík, Petr (advisor)
The main subject of this work is to find ideal solution of the steel frame structure and offer the best solution to investors. The aim is to get know how steel structures works, write down internal forces when parametres are changing. Parameters can be profiles, loads or many others. The output should be perfectly optimized construction. The content combines theory of structural mechanics and designing steel structures. This project could be very useful in practice designing of steel frame structures with the possibility of expansion by other parameters.
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