National Repository of Grey Literature 143 records found  beginprevious134 - 143  jump to record: Search took 0.01 seconds. 
The Design of Object Foundation
Adamík, Václav ; Štefaňák, Jan (referee) ; Glisníková, Věra (advisor)
The aim of this work is to introduce the foundation of buildings and to make a closer approach to the issue of deep foundation, which is needed to replace the shallow foundation. The reason is a small carrying capacity or too big compressibility of foundation soil. The main point of this work is practical solution of concrete deep foundation and comparing results from a calculation program GEO 5 with results which we get without using the calculation program.
Pile Foundations - Energy Piles
Hoza, Martin ; Leiter, Augustin (referee) ; Glisníková, Věra (advisor)
At a time when ecology and renewable energy sources come to the fore, the use of geothermal energy appears to be one of the suitable alternatives. The aim of this paper is to explain the function of ground source heat pumps, to mention factors affecting the efficiency of the system and discuss the technology of energy piles realization. This paper also focuses at risks associated with the soil temperature influencing and shows examples of realization.
Foundation of Apartment Building in Třeboň
Jurníček, Lukáš ; Glisníková, Věra (referee) ; Svoboda, Petr (advisor)
The bachelor thesis deals with the theme of the apartment building foundation. Its objective is based on studies of expert resources and static assessment to design an appropriate way of building construction foundation. In the theoretical part of the bachelor thesis, the author is concerned with the most frequent possibilities of establishing common residential house, the area, and underground foundation on deep soils improved. In the second part, the author makes choice of a particular method of foundation (deep while using piles) and applies it to the calculation of the real structure. The static calculation has been described and consequently manually processed, and finally verified within the program GEO 5. The work also includes an overview together with a brief description of other information sources to be used for the creation of static calculation.
Biotechnological Pavilion M Mendel university Brno, technological phase construction foundation
Betáš, Michal ; Hanzelková, Martina (referee) ; Šlanhof, Jiří (advisor)
The bachelor´s thesis deals with deep foundation biotechnological pavilion M Mendel university Brno. This new building will have 2 floors underterrain and 2 aboveterrain. Object M consists of 2 independent construction parts connected by the hall. Bachelor´s thesis deals with: deep foundation based on large diameter concrete piles, drilling, soil compacting and little excavation works, concrete foundation slab. The bachelor´s thesis also deals with construction zone equipment, time schedule, site plan – building situation with wide transport relations, itemized budget, machinery for foundation construction, schedule of exams and controls of deep foundation and at least safety and health protection at work.
Mounting frame structures of production and warehouse complex in Paskov
Gaďurek, Robin ; Nečasová, Barbora (referee) ; Vlčková, Jitka Laura (advisor)
The content of the submitted thesis is the implementation of a reinforced concrete skeleton assembled in Paskov. This is a manufacturing and warehouse facility Italinox. The work contains a comprehensive technical report, technical report transport relations, bills of quantities, two technological regulations, two control and test plans, design of mechanical assemblies, and health and safety. The appendix contains drawings framed construction and piloting, budget, schedule, drawing of the site.
Administrative and storage building in Kunratice, implementation of carcass substructure
Herůfek, Marek ; Liška, Pavel (referee) ; Kovářová, Barbora (advisor)
Content of bachelor work is civil-technological project of substructure in administrative and storage object in Kunratice close to Praha. Project contains technological prescriptions of drilled piles, groundwork and lime stabilisation. Another parts are inspection and testing plans, situation of building with wide detentions of transport routes, bill of quantities, schedule of work, catalog of mechanization, safety during work and organization of construction.
SUBSTRUCTURE OF A POLYFUNCTIONAL BUILDING ČESKÁ SKALICE
Výborný, Václav ; Špinar, Petr (referee) ; Kantová, Radka (advisor)
The main contents of the thesis is solving a construction-technological project substructure of a polyfunctional building Česká Skalice. Substructure is based on two height levels on bored piles. The first height level is called SECTION A, the second height level is called SECTION B. The base structure consists an angled base plate, which consists from two horizontal plates shifted against each other about one floor and between plates is a basement wall. The base plate in SECTION A is solved together with ceiling plate 1. PP. Further there is solved structures for two lift shafts . The thesis includes a technical report, technologic instructions, plan of building site, selected constructional details, cost estimate, schedule, machinery composition, control and testing plans, safety at work and environmental protection.
Securing of Foundation Pit and Foundation Design of Apartment Building Augustin in Brno
Malinský, Martin ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor) ; Svoboda, Petr (advisor)
The topic of this bachelor's thesis is to design the foundation of apartment building AUGUSTIN in Brno with respect to geotechnical conditions. Then to design the ensuring of foundation pit for the construction of underground garages with respect to surrounding buildings. The part of this thesis is to describe the technological process of implementing the designed constructions and associated drawings.
Deep Foundations
Novák, Michal ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor)
Introduction to building foundations in difficult foundation conditions where it is necessary to replace the shallow foundations by deep foundations. The reason is small bearing capacity or large compressibility of soil. I also focuses on solving a practical example of a specific type of deep foundations, followed by comparing the result with the calculation program GEO5.
Foundation of Parking House
Kudelás, Jaroslav ; Boštík,, Jiří (referee) ; Glisníková, Věra (advisor)
The result of bachelor’s thesis is a theoretical and practical part. The theoretical part describes the foundations of the current options. In the practical part is specifically created static design of most exposed pile, technology and drawings specified object.

National Repository of Grey Literature : 143 records found   beginprevious134 - 143  jump to record:
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