The diploma thesis deals with the construction technological project of a self-service shopping centre in Stará Plesná village. Time and finance plan, design of machinery and project of building site accessories were elaborated. The work is focused on the main building object SO 101 (Shopping and service centre). For this building pile foundations and top coarse building phase were worked out in greater details. Time plan, item budget and other documents concerning building preparations of object SO 101 are also parts of the work.

This diploma thesis focuses on the construction of a construction technological project for the construction of the Central Charging Station in Púchov. The building is located in the industrial area of Púchov and in the area of Continental Matador Rubber. In the thesis is elaborated technical report for building technological project, co-ordination situation of construction with wider transport routes, time and financial object plan, study of the realization of the main technological stages, construction site design, design of main building machines and mechanisms, time schedule of main building, securing material resources for the monolithic part of the building. In the thesis are made, technological rules for drilled pilots and ceiling structure above the first overground floor. Technological regulations follow control and test plans. Other assignments that have been made in this work, such as the occupational safety and health plan, the design and comparison of cranes and the item budget.

This diploma thesis focuses on construction technology preparation of shopping center in Prague 9, Vysočany. The aim of this work was to choose an appropriate construction process. The thesis contains general information about construction with construction technology project, its financial and time consuming, facilities for construction and traffic situation in the surroundings of the construction, design of main machinery and mechanisms, technological regulation with control and test plan. The diploma thesis is focused on piles realization.

Presented work deals with the residential complex Fialka in Ricany, especially with the building A. It is a study of main technological phases, focused on special foundation building - drilled piles and masonry. This work shows a comparison of the former solution of masonry with the proposed alternative.

The last hundreds of years there has been a land elevation that causes an increased distance between the groundwater level and the buildings founded on wooden piles. When wooden piles are exposed to air, rot fungus occurs which causes the pile to lose its bearing capacity. With the critical problem of housing shortage, the demand can be met if an innovative solution is created by extending a superstructure on top of an existing building within the city center of Stockholm. The purpose of this thesis is to investigate whether it is profitable to extend an existing building with a superstructure when reinforcing an existing foundation. By an extensive literature survey, a model is created and exposed to several analyzes containing both analytical and numerical calculations. Based on the acquired knowledge, the model reflects the most common building built within the city center of Stockholm, that was founded on wooden piles, where the geological conditions consist of clay. A new foundation has been designed consisting of drilled end-bearing steel piles. For the two pile dimensions of RD220/12.5 and RD170/10, the possible load transfer methods of full niches, ground beam with half a niche, yoke beams and slab with half a niche are analyzed, respectively. These methods were combined differently to obtain the possible combinations performed in this building, that in turn, gives the difference in the amount of work and costs. An intended superstructure consisting of four storeys in wood is then applied on the existing building to once again, obtain the differences in amount of work and costs. Comparing these two cases, the profitability is determined. The study shows for the larger pile that the superstructure entails no difference in the required amount of piles and therefore, no difference in the total cost compared to the existing building. However, for the smaller pile, the superstructure entails a small increase in the required amount of piles and the cost. The study resulted that the larger pile provides the cheapest geotechnical reinforcement work, regardless if the superstructure is applied or not, compared to the smaller pile. The thesis show that it is profitable to extend an existing building when the existing foundation is strengthened, due to the great revenue of the superstructure, which entails that the profitability is a fact. / Under de senaste hundra åren har det skett en landhöjning i Stockholm. Detta medför att byggnader som är grundlagda med träpålar får ett avstånd till grundvattennivån. Träpålarna utsätts då för luft som i sin tur leder till försämrad bärförmåga, vilket innebär att grundläggningen behöver förstärkas. En annan stor utmaning i Stockholm är bostadsbristen. En lösning för att kunna möta efterfrågan på bostäder är att bygga på höjden ovanpå en befintlig byggnad inom Stockholms innerstad. Detta kräver att grundläggningen klarar av att bära en påbyggnation, vilket leder till syftet för denna studie. Syftet med studien är att undersöka om det är lönsamt att bygga på en befintlig byggnad när man samtidigt grundförstärker byggnaden bestående av träpålar. För att besvara studiens syfte har två modeller skapats och analyserats ur fler perspektiv som därefter jämförts. Modellerna baseras på en omfattande litteraturundersökning och återspeglar en befintlig byggnad i form utav den vanligaste byggda byggnaden i Stockholms innerstad med en grundläggning av träpålar. Den första modellen innefattar endast den befintliga byggnaden och den andra modellen innefattar den befintliga byggnaden med en påbyggnation av fyra våningar bestående av trä. En ny grundläggning behövs, då det är svårt att kontrollera bärkapaciteten hos dessa befintliga träpålar. Den nya grundläggningen består utav borrande ändbärande stålpålar där två olika dimensioner undersöks, RD220/12.5 och RD170/10. För dessa två dimensioner har olika lastöverförings- metoder analyserats separat, varav de möjliga metoderna för denna typbyggnad är hela nischer, markbalk med anfang, ok-balk och platta på mark med anfang. Dessa metoder för respektive dimension har kombinerats för att erhålla det totala grundförstärkningsarbetet som i sin tur genererar en skillnad i både mängd arbete och kostnad för de två olika modellerna. Därefter bestäms lönsamheten genom en jämförelse mellan de två olika modellerna. Studien visar att en påbyggnation inte medför någon skillnad i varken erforderlig mängd arbete eller kostnad för den större dimensionen. För den mindre dimensionen erhölls en ökning i både arbete och kostnad. Studien resulterande i att den större dimensionen ger totalt det billigaste grundförstärkningsarbetet, oavsett om en påbyggnation sker eller inte, i jämförelse mot den mindre dimensionen. Vid en grundförstärkning visar studien att det är lönsamt att samtidigt utföra en påbyggnation ovanpå en befintlig byggnad.

This thesis deals with the structural and technological project of multifunctional building Art Passage in Trencin. Solve division building construction and civil engineering objects, draw up the draft machine assembly time and financial plan. They will further focus on the rough construction of the main building structure, where processing technology studies during construction schedule, the project site equipment, budget and other documents that are necessary for the proper implementation of construction.

This diploma thesis deals with a new built office building in Brno-Husovice. The building is situated in a gap site on the street Dukelská třída. The building has four aboveground floors and underground garages. The ground floor is divided into relaxation area and a commercial section with five shopping units. The second and the third floor are designed as a variable office space. The engine room for ventilation is situated on the fourth floor. Construction system is cast-in-place concrete frame. The building is roofed with the green roofs. Foundations are made of large diameter drilled piles.

The aim of this work is to prepare the implementation of the reconstruction and extension of the Teaching hospital Brno Bohunice. Implementation of major technological stages is addressed in building technological study. Work includes selected legal procedures before the start of construction work, such as opening the envelopes and investor-supplier contract for the work. Further work solution contains selected technological processes of each sub-job phases, complemented by technological regulations, proposals for major construction machinery, selected inspection and test plans. As part of my work I will work with subcontractors to perform CFA piles, so I deal with on demand system for subcontractors, notice of award, issuing orders and delivery site for subcontractors. I believe that the subject of occupational health and safety on the jobsite is an important chapter construction and will therefore address the safety and health of people at work drawing up a plan OHS and OHS coordination meetings. Work will also be supplemented by information site equipment, time and financial plans and drawings of all the individual components specified in the Annexes. The content of my work is also a doctoral student competition entitled "Modern technologies and materials", where thoughts about the implementation superaseptických surgeries new technologies. This work will be the content of the text section of the attachments, always mentioned with the name of specialization.

The subject matter of the diploma thesis is the structurally technical resolution of a new pavilion project, which is situated in the area of the Teplice hospital. The pavilion consists of a two-storey ferroconcrete monolithic framework. The thesis contains a technical report of the construction-technological project, a report of the construction site equipment, a traffic stance in the surroundings of the construction site, a solution of traffic alinements for the transport of materials, a design of the main building machines and mechanisms, a plan of health and safety at work, the environmental protection, a timetable, a technological prescription of monolithic structures, a technological prescription of drilled piles, an inspection and test plans, a contract for work, the budget of the gross superstructure and a resource limit.

The content of this this diploma thesis is structurally technical project of development center in Jaroměř. The building is situated in a V shape and it consists of two production halls and the projection building. Halls and projection building are conected with a special hall. The building of projection have two floors and halls have one floor. The thesis contains a technical report of the construction-technological project, studies of realization of the main technological stages and report of the building equipment. The thesis also deals with design of the main building machines, report of the drilled piles and theirs inspection and test plan. There is also time and financial plan for individual objects and for the main building object, information about safety and healt protection during work and itemized budget. At least is the study of a green roof.