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Analysis and risk assessment of construction technologies of structures in an integrated management system
Komárková, Jana ; Bednářová, Bronislava (referee) ; Vymazal, Tomáš (advisor)
This thesis deals with the analysis and evaluation of quality, environmental and safety risks and the application of appropriate methodologies to concrete construction work. For application are selected key construction technologies, which are classified according to the Classification of building structures and works (TSKP) in Chapter main building production (HSV). From ČSN EN 31010 Risk management – Risk assessment techniques were selected for work tools - Causes and effect analysis, Failure Modes and Effects Analysis (FMEA), Pareto diagram, Bow tie analysis. The aim of this thesis is to analyze and assess the quality, environmental and safety risks of selected construction technologies and conditions established an integrated management system to handle simple tools for the management andelimination.
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Company Performance Assessment
Pěničková, Lenka ; Pácal, Ondřej (referee) ; Veselý, Josef (advisor)
The diploma thesis deals with "Nyklíček a spol. s.r.o." company performance assessment. The company is analyzed on the basis of multi-criteria model which is used for management approaches´ assessment, specifically by means of model START PLUS. After that, the point assessment of this model was made, the strengths and the areas for improvement were identified and the specific steps were suggested. The implementation of these steps should contribute to an improvement in the company performance.
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Ice Stadium
Kárník, Miroslav ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The goal of the diploma thesis is to design and assess a steel structure of ice stadium in Česká Třebová. The ground plan dimensions of the load–bearing structure are 66 meters in width and 66 meters in length. The maximal height of the structure is 15 meters. The main frames are made of truss girders of elliptical shape. The girders are pin–supported on solid columns on both sides. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters. There are two variants designed and compared in the thesis. In the first variant there are two-dimensional truss girders in the main hall, whereas in the second variant they are replaced with three dimensional ones.
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Sports Hall
Zogata, Pavel ; Sýkora, Karel (referee) ; Bajer, Miroslav (advisor)
In my diploma thesis the proposal is developed as supporting steel structure sports hall with dimensions 45 x 54 m, a maximum height of 15.5 meters,for the area of Znojmo. In a static calculation are designed and assessed the main bearing structural components such as solid panel purlins, spatial lattice truss, bracing and solid panel columns, which together with the truss form create a crosslinks, column bases and anchoring, plus Tribune.The work includes the design documentation consisting of a layout drawing, drawing anchoring and drawing selected details.
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Experimental analysis of air stream from a car blower using smoke method and design of the blower quality assessment
Krška, Lukáš ; Šedivý, Petr (referee) ; Jedelský, Jan (advisor)
The aim of this work was the analysis of air current from the right outlet, using the smoke method and the subsequent determination of a method for application. A further task was to establish a method for determining the upper and lower vertical routing, yaw angle (ß) and angle of inclination (?) of the air current. The experiment aims to approximate conditions as close to those experienced in the actual vehicle. After assembling a track with a soot blower (outlet) in the laboratory and defining the coordinates of the vehicle, the air current was subjected to visualization within the range of five positions of the vanes. Visualization was achieved by the use of technology for the smoke method. We used a light plane with a customized system of coordinates, a smoke generator for visualizing the air current being emitted and a camera for recording images. During our research we established the upper and lower cut off at the specific closures of the horizontal vanes of the soot blower. We determined a common analogy between the experimental track used in the experiment and the circumstances in the actual vehicle. We acquired the yaw angles (ß) and the angles of inclination (?) in the light plane and, after conversion, in the system of coordinates of the vehicle for all five settings of the vanes. The assessment of the given soot blower was undertaken according to the values achieved.
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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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Ice Stadium
Kárník, Miroslav ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The goal of the diploma thesis is to design and assess a steel structure of ice stadium in Česká Třebová. The ground plan dimensions of the load–bearing structure are 66 meters in width and 66 meters in length. The maximal height of the structure is 15 meters. The main frames are made of truss girders of elliptical shape. The girders are pin–supported on solid columns on both sides. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters. There are two variants designed and compared in the thesis. In the first variant there are two-dimensional truss girders in the main hall, whereas in the second variant they are replaced with three dimensional ones.
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Analysis and risk assessment of construction technologies of structures in an integrated management system
Komárková, Jana ; Bednářová, Bronislava (referee) ; Vymazal, Tomáš (advisor)
This thesis deals with the analysis and evaluation of quality, environmental and safety risks and the application of appropriate methodologies to concrete construction work. For application are selected key construction technologies, which are classified according to the Classification of building structures and works (TSKP) in Chapter main building production (HSV). From ČSN EN 31010 Risk management – Risk assessment techniques were selected for work tools - Causes and effect analysis, Failure Modes and Effects Analysis (FMEA), Pareto diagram, Bow tie analysis. The aim of this thesis is to analyze and assess the quality, environmental and safety risks of selected construction technologies and conditions established an integrated management system to handle simple tools for the management andelimination.
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