National Repository of Grey Literature 43 records found  beginprevious31 - 40next  jump to record: Search took 0.00 seconds. 
Deformations Monitoring of Bridge Construction
Fuchs, Martin ; Váša, Petr (referee) ; Soukup, František (advisor)
The aim of my work is to describe the process of monitoring deformations of the bridge construction, applied to the specific case of the bridge: Elevated Prackovice.This work includes general theorems and methods and their use in monitoring of this object.It reflected the influence of geological bedrock. The result of this work is evaluation of the influence of the ongoing construction and landslides to the deformations of the elevated road.
Dokumentation of training control in Nesmer locality
Roubal, Pavel ; Rýznarová, Lenka (referee) ; Vondrák, Jiří (advisor)
Documentation of training control in Nesmer locality is a complex project in which it occurs to reconnaissance, complete and reworking of geodetic data and leveling data. In addition to control positional and height accuracy points. The resulting data are used as input to the work of teachers and students in the subject 1E2 Field training. And for update information database of training control
Wage development in the construction industry in Czechoslovakia during 1948-1970 in the background of economic reforms
Dubenský, Jiří ; Chalupecký, Petr (advisor) ; Fabianková, Klára (referee)
This thesis deals with wage development in the construction industry in the background of economic reforms in the 50s and 60s. On the basis of studied literature and using statistical data, was concluded that wages in the afore-mentioned period were significantly leveled, although there were deleveling pressures that began to show up in the second half of the 60s. Both fundamental economic reforms in that time, which have brought among other things a change of methods of determining wages and differentiation ended in failure. The main cause of failure can be seen mainly in political power barriers when policy-makers failed to move away from the egalitarian view of society. In the thesis was also followed the evolution of wages of employees in the construction industry according to qualifications from which was deduced how wage equalization reflected in the financial motivation for studying at university.
Demarcation line construction
HLAVINKA, Stanislav
The goal of my bachelor thesis was to demarcate line construction in the chosen locality. The demarcating took place in the village Včelná, cadastral area of České Budějovice. The goal of the thesis was to demarcate detailed points as a basis for future construction work. Before demarcating of the area of interest was conducted ceronnaissance of the current point field. A stabilization of new auxiliary points for demarcating was conducted. For the demarcating was used a method GNSS and a method rajon. The heights of the points were determined by technical leveling, tacheometry or by the method GNSS. A total station Topcon R 340 5616 and a GPS were used to demarcate. The locality was measured and demarcated with a coordinate system S-JTSK and a height system Bpv.
New supplying methods of production
POSPÍŠIL, Aleš
The main aim of this bachelor?s work is an analysis of the new established systém Kanban, between an external storehouse and a manufacturing plant in České Budějovice, and a comparison with the previous system of supplying.
Technical levelling of profiles P1 – P4 in Dětmarovice in IV. quarter 2011
Doležalová, Hana
Zpráva popisuje výsledky nivelačních měření na profilech P1 až P4, stabilizovaných formou pozorovacích bodů v k. ú. Dětmarovice.
Technical levelling of profiles P1 – P4 in Dětmarovice in IV. quarter 2010
Doležalová, Hana
Zpráva popisuje výsledky nivelačních měření na profilech P1 až P4, stabilizovaných formou pozorovacích bodů v k. ú. Dětmarovice.
Technical levelling of profiles P1 – P4 in Dětmarovice in III. quarter 2010
Doležalová, Hana
Zpráva popisuje výsledky nivelačních měření na profilech P1 až P4, stabilizovaných formou pozorovacích bodů v k. ú. Dětmarovice.
Project and surveying of the network for planimetry and hight points in the area of the river Jenín using several methods.
SVOBODOVÁ, Lenka
Dissertation was worked on the theme " Project and surveying of the network for planimetry and hight points in the area of the river Jenín using several methods". Target of this dissertation was building of point field, their planimetry and altitude destination like basis for another telemetry in range. On the basis of geodetic and map data was effected reconnaissance of the area, estimation of current point field, their completion to required density and locating new points by geodetic and GPS methods. It was built net of 16 points of the detailed planimetry point field and eight of them was subjekt of my dissertation. For planimetry and altitude survey by GPS method was used Trimble 4600LS device. By geodetic method points was located by electronic total station Leica TCR 407 power. Altitude of the three points was determined by the technical levelling using levelling machine Topcon AT {--} 22A and the other hights of points was calculated trigonometrically. Part of dissertation was processing of surveyed data, execution of graphic enclosure and comparing both methods.
Project and surveying of the network for planimetry and hight points in the area of the river Ostřice using several methods.
FINK, Miroslav
In this thesis was elaborated the topic: Project and surveying of the network for planimetry and hight points in the area of the river Ostřice using several methods. It{\crq}s purpose was a reconnaissance of the part of a basin of Ostřice, assessment of existing point field, propose and complete the point network for planimetry in sufficient density for further surveying work in the area and survey of location and level by using geodetic methods and GPS. The reconnaissance of the area was conducted due to geodetic and levelling data of the points and maps. A network of 18 points of the detailed point network was built. I located nine of them by using a GPS method and a method of polygonal traverse. The electronic total station Leica TC 407 was used for the point survey by the method of polygonal traverse, for the GPS method was used a GPS apparatus Trimble 4600LS. Altitude of the points was determined by the method of technical levelling. For the altitude determination was used a Topcon AT {--} 24A levelling device.

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