The topic of the master’s thesis is the statically compliant and economical design of the ensuring of foundation pit for building Carla Brno. The calculation part will be solved through program GEO5. The part of this thesis is also to describe the technological process of implementing elements and the relevant project documentation.

The subject of my thesis is to implement the gross carrying construction of the new bakery Karlovy pekarny in Židlochovice. In this paper dealt with the technical report, the situation of buildings, building equipment, budget, schedule, technological procedure of construction (bored piles and assembled skeleton), mechanical design and assembly KZP.

The topic of this master's thesis are the design of ensuring foundation pit and foundation of administrative building in Prague. In the vicinity of foundation pit is situated the river Vltava, which directly influences the ground water level at the job site. During construction, it is necessary to envisage the possibility of occurrence of the old building structures of docks.

The subjekt of my bachelor thesis is the construction technological project of the new complex of three buildings Campus residential area II located in Brno - Bohunice. The diploma thesis includes technological regulations of piles and cast-in-place reinforced concrete floor. Technological regulations are supplemented by draft of the suitable machinery, equipment of construction site and inspectional and trial plans for these processes. The author also deals with work safety, time and financial plan, budget of substructure and plan for securing material resources. The thesis also addressed work contract and detailsof the roof structure.

The objectives of the diploma thesis are selected parts of construction technology project – apartment house „Panoráma nad přehradou“. The diploma thesis contains operational procedure of manufacture of bored piles and foundation slab (use of waterproof concrete) and their applicable control and test plans. Another part of the diploma thesis are time and economic plans, concept of site equipment, study of main technological phase realization and block plan drawing. Item budget, OHSAS, operational procedur for manufacture of RC cast-in-place floor slabs and assigned drawings were done within another task.

Diploma thesis deals with the design of the multifunctional building located between Havlickova and F. Vogner streets in relation to the existing building in Litomyšl. Building plot is slightly sloping, at the rear goes into greater inclination. The building has four aboveground floors and one underground floor. The building includes services, located in ground floor, administrative premises decomposing in the second and third floor and apartments on the top floor. In the basement are located parking spaces. Supporting skeleton of the building is a cast-in-place concrete frame. Roofs are designed as a flat single shell. In part of roof over third floor is a green roof. The building is founded on piles. Due to the occurrence of water pressure is building an extra solved waterproofing system with checks and activation. The work includes text messages, drawings for building construction, fire safety design, construction and physical assessment of building structures and specialization from concrete structures.

The work is focused on assessing the structure of urban winter stadium, which will be located in Brno - Komarov. Winter stadium is designed according to standarts of ice hockey with a capacity of approximately 7 000 spectators. Of the 5 850 seating, 1 050 stalls and 100 in the VIP areas. Construction of hockey stadium is made of steel and steel-concrete columns, which together with composit transverse beam, reinforced concrete slab and bracings provide rigidity. Columns are supported by a set of bored piles with capitals. Roofing of the main part of the winter stadium is designed using a flat space frame having a maximum height of 4,5 m. Roof for entrance halls are design by a system of truss girder and purlins, which are hardened bracings to increase spatial rigidity. The structures are made of steel S 355 and concrete C 25/30. For designing steel structures was used software Scia ENGINEER and IDEA RS. Steel columns and composit beams are calculated by hand calculation. The total length of the hockey stadium is 111,5 meters, width outside the entrance hall is 82,02 m and the total width at the entrance hall is 96,85 m. The height of the building at the highest point is 25,6 meters.

This work deals with the planning of industrial hall with administrative placement execution in the complex Moravostav, Modřice. The hall is founded on bored piles. This building is made of reinforced concrete structure with prefabricated deals. The facade is consisted of sheeting panels, roof deck is made from steel trapezoidal sheets. The thesis describes the procedures and other necessary connection with construction to accelerate the actual implementation of the construction site. The aim of this work is to develop selected parts of building technology project within the scope of the annex to the master‘s thesis.

I samband med Förbifart Stockholm och Tvärförbindelse Södertörn förväntas en flaskhals skapas vid Vårbybron i södra Stockholm. För att förhindra överbelastning planeras en nybyggnation där pålgrundläggning med grävpålar föreslås. Markförhållanden är ovanliga i Stockholm, med över 100 meter ned till berg. Komplexa omständigheter i området gör det nödvändigt att analysera markrörelser som verkar på grundläggningen. Syftet med studien är att undersöka horisontella- och vertikala sättningar vid ett brolandfäste. Syftet är vidare att analysera vilken typ av numerisk konstitutiv modell som är lämplig med hänsyn till studiens specifika fall och område; Mohr-Coulomb (MC), Hardening Soil (HS) och Hardening Soil med small-strain stiffness (HSS). Slutligen ska jordparametrarnas väsentlighet avgöras i en parameterstudie. Sonderingsdata tillämpas i studien för att skapa en jordlagermodell i AutoCAD Civil 3D 2019 Metric och vidare simulering av sättningar i Plaxis 2D. Vid modellering av sättningar i förekommande geologi rekommenderas att en avancerad modell används, med fördel HSS. Däremot kräver mer avancerade modeller noggranna indata för tillförlitligt resultat och ytterligare tester för styvhetsparametrar bör utföras. I detta projekt kan dyrare tester tänkas sänka slutgiltig budget, eftersom underskattning av moduler i djupa och fast lagrade jordar baserade på konservativt valda moduler ger upphov till en dyrare konstruktion. / In conjunction with the opening of the Stockholm Bypass and Tvärförbindelse Södertörn, a bottleneck is expected at the bridge Vårbybron in southern Stockholm. To prevent traffic congestion, a new construction is planned where pile foundation consisting of bored piles is proposed. The ground conditions are unusual and not typical for Stockholm involving over 100 meters distance to rock. Complex circumstances in the area makes it complicated as well as necessary to analyze ground movements. The aim of the study is to investigate horizontal- and vertical settlements at a bridge abutment. The aim is further to analyze which type of numerical constitutive model that is appropriate with respect to the specific case and area; Mohr-Coulomb (MC), Hardening Soil (HS) and Hardening Soil with small-strain stiffness (HSS). Finally, the significance of the soil parameters is to be determined in a parameter analysis. Results from soundings are used to create a geological model in AutoCAD Civil 3D 2019 Metric. Furthermore, simulation of settlements in Plaxis 2D is performed. It is recommended to apply advanced models for this type of geology, advantageously HSS. However, more advanced models require accurate input data to obtain reliable results, and additional tests for stiffness parameters must be performed for accuracy in the results. In this project, more expensive tests can be thought of as lowering the final budget, as underestimation of modules in deep and stiff soils based on conservatively selected modules leads to an unnecessarily expensive construction.

This diploma thesis is dealing with a construction-technological project of a production hall in Bystřice nad Pernštejnem. The main subject of the thesis is a technological report, a realization study of the main technological phases, a coordination situation of the construction with broader relations to transport routes, a project of the office building site equipment, a suggested list of the main construction vehicles, a time plan for the main building objects, technological prescriptions for a prefabricated skeleton and bored piles and documents related to this.