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Design of the office structure
Totková, Lucie ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and assessment of the cooling reinforced concrete ceiling by EC2: Design of Concrete Structures. The introductory part is focused on selected type cooling ceiling system and its detailed description. The important part is dedicated to influence of water temperature on reinforced concrete ceiling structure. In this thesis is included calculation of internal forces, calculation of maximal deflection of the slab and its assessment of the puncture. This task is analysed using the software SCIA Engineer and ANSYS.
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Design of strengthening of the concrete structure from 1928
Bažantová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis is focused on assessment of the existing construction four-storey building. The supporting system consists of cast-in-place concrete frame. The aim of this work is to assess the support structure for the expected loading of the resulting change in use of buildings for residential or commercial purposes. The subjects of assesment are columns, beams, girders and floor slab. In another part of work is suggested by reinforcement of non-conforming elements. The work includes the development of stroctural analysis and reinforcement drawings of reconstructed elements.
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Reconstruction of the cement component storage structure
Bažantová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The thesis is focused on the design of the reconstruction of the reinforced concrete pre-stressed construction of the clinker reservoir. The supporting system of the structure consists of a reinforced concrete wall on which a prestressing reinforcement is applied in the sprayed concrete layer. Preliminary research revealed disturbances that could disrupt static objects. The aim of this work is to propose a solution for the reinforcement of the supporting structure. The thesis contains two variants of the reconstruction solution. A static report is prepared for the selected option, including the impact of the construction, the construction procedure and the drawing documentation.
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Strenghtening of the load bearing parts of the production hall
Čížová, Kateřina ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the strenghtening of the supporting parts of the production hall in Drásov. In the first part the existing load bearing capacity of the structure is solved. The next step is to design of strenghtening variants for nonconforming columns and short corbel. Columns and short corbel are strenghtening with monostrand. At the end of the thesis, verification of the load bearing capacity of the strenghtening structure is performed.
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Design of the roof structure over the garage
Kukla, Radim ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor´s thesis „Design of the roof structure over the garage“ deals design and dimensioning of concrete roof structure, consisting continuous two way slab. The slab is suportted by beams in both directions. The aim of the project is to desing and evaluate the ultimate limit state of reinforced concrete slabs and beams. Also was created computational model to analysis the construction, model was created in software Scia Engineer. To verify the resulting values of internal forces was used to the method of replacement beans. Finally was made drawings of roof structure.
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Strengthening of the road bridge
Neděla, Lukáš ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the reconstruction of a road bridge with two simple fields over the river Olše in Třinec. The reconstruction of the bridge structure is designed in two versions, for which there is an executed design and assessment of a supporting structure according to applicable standards. The calculation of internal strenght is carried out by using the Scia Engineer 2016 program. This work contains a static calculation, a drawing documentation , an economical comparison of variants and visualization.
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The assessment of existing structure
Pospíšilová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
This document aims to assess existing reinforced concrete construction od single-storey hall. There is gradually made static calculation and made judgment on individual supporting elements of reinforced concrete construction. There was very important aspect of assesment load. That aspect was to calculate with planned instalation of a new overhead crane with greater capacity. The main basis for the assessment of existing construction was building-technical survey, the results of which were determined input parameters calculation. The aim of the study was to assess whether it is possible at the current technical state of the construction fitted in the future of higher overhead crane capacity required, or propose such technical measures that would allow this.
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Design of the bridge structure across the street
Váša, Jiří ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The diploma thesis deals with the design of the motorway bridge over the II / 464 road between Butovice-Bílovec. For the bridging design four variants were made, from which a variant of the slab with longitudinal extensions was selected for further processing. The design assessment was performed for the ultimate limit state and serviceability limit state according to valid standards. Determination of internal forces was performed on the model developed in Scia Engineer 18.0.
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Design of the concrete roof structure
Paleček, Vladimír ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor's thesis is a proposal of alternative options of atypical reinforced concrete ceiling and roof construction in contact with a cylindrical water tank. The solved roof and ceiling structure covers a single-storey storage hall. The structure is supported by a perimeter brickwork made of ceramic blocks on three sides and is connected to a cylindrical water tank, where it is provided with a self-supporting beam. The reason for these solutions is the failure of the already executed roof structure.
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