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Geodetic Works During Reconstruction of Road Crossing in Uherské Hradiště
Lovecký, Marek ; Sláma, Jiří (referee) ; Bureš, Jiří (advisor)
This thesis is engaged in geodetic works related to the increase of the capacity of the road II/497 and the modification of the intersection with the road I/55 in the town of Uherské Hradiště. The work is mostly focused on the field of the engineering geodesy. It resolves the issues from the alignment during the construction to the focus of the construction itself. Individual survey procedures are analyzed in the context of the prescribed deviations specified in the project documentation or ČSN. Geodetic documentation for the selected measurements is worked out.
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Geodetic Deformation Measurement of Wide-Span Timber Roof Structures
Karas, Jindřich ; Švábenský, Otakar (referee) ; Bureš, Jiří (advisor)
The aim of this thesis is deformation measurement of wide-span timber roof structures of swimming pool in Brno - Kohoutovice. The thesis deals with measuring of other stage, processing of surveying data, evaluation of deformation and graphic interpretation. Results of measurements follows up two stages in years 2009 and 2010. The part of the thesis is calibration measurement of surveying instruments and used measuring accessories.
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Surveying of the actual state of the farm in Jekov.
Pracná, Petra ; Sláma, Jiří (referee) ; Bureš, Jiří (advisor)
This thesis is focused on surveying and documentation of the actual state of the farm in Jekov which is situated in Zvěstov village and it is part of Bořkovice land register. The first part of the thesis deals mainly with surveying itself, preparing of the geodetic control and planimetric and altimetric survey. The accuracy of the surveying is described. The second part of thesis is focusing mainly on creating the technical drawings. The specification of documentation of the historical buildings is mentioned.
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Surveying and Elaboration of Technical Map of the "Kravi hora" Locality.
Sabo, Stanislav ; Hořejš, Marek (referee) ; Bureš, Jiří (advisor)
The main aim of this thesis is a creation of a technical map of Kraví hora area in scale of 1:500. The thesis describes all the stages of the process of creating this map - reconnaissance, surveying network, detailed measurements, data processing of these measurements, data analysis of the accuracy to graphic data processing. This thesis also deals with a comparison of geodetic directives obtained from public utility commissioners and a creation of a thematic map in digital form according to the attributes in tables contained in these directives. The main result of this thesis is a technical map which contains planimetry, altimetry and map lettering according to the CSN 01 3410 and CSN 01 3411 standards.
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Detached House with Business Premises in Radobyčice
Bureš, Jiří ; Nováková, Tereza (referee) ; Kalousek, Lubor (advisor)
This bachelor´s thesis deals with a project documentation of a new building of a detached house with an office in Radobyčice in Pilsen. This object is two story and cellarless. In the first floor is a technical background, a double garage and a living- room with a kitchen. In the second floor are the living rooms and the sanitary facilities. Object is designed as a detached on the gently sloping ground. A roof structure is designed as a flat and a single-layer structure.
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Surveying of Vertical Network with Use of Electronic Levelling.
Czíria, Kornél ; Sláma, Jiří (referee) ; Bureš, Jiří (advisor)
The work deals with building and followed surveying of two vertical networks with the method of geometric levelling using electronic level Leica Sprinter 150M with coded levelling rot. Due to the large difference in height between the points of the network corrections were introduced from the levelling-rot calibration at places of contact of the withdrawable parts of the levelling-rot. These corrections were calculated by the procedure, which was determined by the calibration test measurements. The final height of points of the network were adjusted by the method of least squares. Benefit of the calibration was analysed by comparing the results with the introduction and without introducing calibration corrections. Part of the work is also analysis of the accuracy and documentation of points of the vertical networks.
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Documentation in Course of Structural Designing and Realization Phase
Smutná, Ludmila ; Vitula, Alexej (referee) ; Bureš, Jiří (advisor)
This work deals with the accuracy of construction documentation during the construction process under the Building Act and implementing regulations. Specifically, it deals with the procedure of the surveying original drawing of family house, for which the project documentation was provided. It solves the location of construction and preparation of documents for building under construction to registration in the Land Register
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GNSS Deformation Measurement of Railway Structure
Buday, Michal ; Bureš, Jiří (referee) ; Švábenský, Otakar (advisor)
The purpose of this thesis is to evaluate the train bridge shift using the satellite geodesy methods. Introductory part of the thesis is devoted to GNSS basis. The following part discribe work with commercial software Leica Geo Office. Results of calculations were transformed to local topocentric frame. In this frame were compared differencies between GNSS meassurment and classical terrestrial methods. Part of this thesis is to consider tropospheric refraction influence based on used tropospheric model. The end of this thesis is devoted to consider hypothesis that reference point which was considered as solid does not show trend of changing it's location. For this purpuse BERNESE GPS Software was used. GNSS meassurments were linked to the nearest points of permanent GNSS networks. Results are documented numerically and graphically.
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Technical Map of Tutorial Simulator
Kupcová, Anna ; Mottl, Tomáš (referee) ; Bureš, Jiří (advisor)
Bachelor’s thesis describes planimetric survey and hypsometry in a tutorial area for geodetical measurement in front of the Brno University of Technology’s Faculty of Civil Engineering using Global Navigation Satellite System. This locality is situated in a built-up area so the goal of the thesis is, besides creating the map of this area, considering the applicability and accuracy of the chosen method. The method of measurement was Real Time Kinematics with usage of RTK3-NS service (provided by Czech Positioning System), which provides differential corrective data from the nearest reference station. The survey included solving hidden points´ (trees, lampposts, etc.) positions and heights. The detailed survey points´ rectangular spatial coordinates Y, X in Datum of JTSK and heights H in Bpv Vertical Datum were calculated using the global transformation key ETRF JT 01 and a geoid model, that were part of a measuring device Leica 1230 GG. Thesis´ final product is the technical map of the locality at a scale of 1:500 valid for spring 2011, containing planimetry, hypsography and map lettering in a digital form. Thesis also embraces analysis of the applicability and the achieved accuracy of the applied method.
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