National Repository of Grey Literature 45 records found  beginprevious36 - 45  jump to record: Search took 0.01 seconds. 
Influence of torch position for rotary parts cladding
Rychlý, Rostislav ; Hála, Michal (referee) ; Kubíček, Jaroslav (advisor)
This thesis deals with the influence of the torch position for rotary parts cladding. The theoretical part describes a gas metal arc welding method. In the experimental part are evaluated cladding made in different positions of the torch and optimized welding parameters for achieving the flat weld metal, without significant mixing with the base material.
Influence of torch position for rotary parts cladding
Rychlý, Rostislav ; Hála, Michal (referee) ; Kubíček, Jaroslav (advisor)
This thesis deals with the influence of the torch position for rotary parts cladding. The theoretical part describes a gas metal arc welding method. In the experimental part are evaluated cladding made in different positions of the torch and optimized welding parameters for achieving the flat weld metal, without significant mixing with the base material.
Construction technological project of a multipurpose sports hall Kojetin
Gregovský, Adam ; Klimszová, Alžběta (referee) ; Diaz, Yvetta (advisor)
The solution of this Diploma thesis is a construction technological project of multipurpose sports hall Kojetín. It contains a comprehensive section for the implementation of this structure. Work in this technological project is included the following elements: inspection and test plan, technological standard, technical reports, the financial plan, the timetable, principles of organization development, budget, maintenance and service life, energy label of the building envelope.
Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
Comparison of cladding by the electron beam and plasma process
Rudyk, Martin ; Mrňa, Libor (referee) ; Kubíček, Jaroslav (advisor)
This diploma thesis deals with plasma cladding and electron beam cladding. The theoretical part is divided into several chapters which is focused on description of these methods of cladding process. In the practical part the particular experiment of electron beam cladding (EBC) and plasma cladding (PC) is described. In the conclusion overall results were assessed, both methods were compared each other and possible exploitation in industry was described.
St. Michael's Hospice
Krmaš, Jan ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The topic of the master thesis is new medico-social facility hospice St. Michaela. The purpose of the object is the maximizing of improvement in the quality of life of dying, severely ill and incurable patients, with the use of palliative care. The construction follows the Complex of Regional Hospital Náchod. Together with as a retirement home Náchod completes a support network of health and social care. The building is designed as a four-building storey and is partially embedded into the sloping terrain. Floors are divided into individual facilities and together constitute a functional unit. In the basement is the technical room, warehouses, garages and kitchen facilities. On the ground floor are then socio-public rooms and facilities. On the second floor is located hedmaster of hospice and accommodation area. The third floor is devoted to the accommodation area. The proposed structure made of brick longitudinal system, supplemented by concrete basement walls. The horizontal structure is made of filigree ceiling panels. Stairs are designed as a precast concrete and steel. Individual roof structures is made from unwalkable, walkable and vegetation compositions. The cladding consists of ventilated facade of glass and wooden panels. Foundations are designed from the lineal foundation.
Firehouse
Výšek, Jan ; Burianová, Lenka (referee) ; Kacálek, Petr (advisor)
Diploma thesis solves the creating of layout study and creation of documentation for the realization new fire station. In the object is contemplated with placement of regional fire brigade unit, category JPO I and volunteer firefighter unit of city together, category JPO III/1. Fire station category will be considered as P1. The object consists of two structurally and functionally different parts. The first part is made of ceramic masonry with external thermal insulation composite system. Here are located administrative and operational premises. This section has two floors. Second part is solved as single-storey skeletal system made of reinforced concrete, roofed by prestressed concrete trusses. This part contains technical facilities and a garage. The cladding of the skeletal part of building is designed by using sandwich facade panels. Object has dissected ground plan, maximum dimensions are 54,80x22,20 m. Building has no basement and is roofed by flat roofs only. Object is located in peripheral locality of the city Jaroměř. Surrounding terrain is flat. Solved area contains a few related objects.
Multifunctional Centre of Civil Activities
Novák, Pavel ; Hubáček, Petr (referee) ; Hubáčková, Blažena (advisor)
The masters thesis dealt with reconstruction of the complex military garages built in the mid 20th century. The site is located in Brno, close to Peace Square, Lerchova 915/62, Brno-Stránice, 602 00 Brno. Area of land area is 5,384.25 square meters. Reconstruction involves two detached single-storey buildings, the street Lerchova object and the object at the Valley Street. The goal is the maximum possible use of existing quality substructure, which is a combination of internal reinforced concrete frame and brick outer shell. The work is divided into a comprehensive layout of both buildings and detailed sub-project for the construction project on a subject at street Lerchova. Reconstruction of the resolves completely change the layout and especially the concept of architectural design. In terms of architecture, wider relations into account the existing development, which tries to resemble the representation. The building is at street Lerchova basement one floor, built up area is 620.5 square meters. Reconstruction of superstructure solves one floor, making new pitched roof and building a walkway that allows connection between the two objects. Revitalization is due on the requirements of the public and addresses the widespread use of indoor and outdoor spaces as much as possible. It is particularly emphasized promote leisure activities not only public, but especially young people and support for education, mental and physical, education and counseling. We can not forget easily to most complex space by persons with limited mobility.
Constructive-technological Study of repairing siding Contact Insulation
Wojnar, Aleš ; Klimszová, Alžběta (referee) ; Diaz, Yvetta (advisor)
The construction-technological study of revitalization of external cladding focuses on overall thermal insulation of residential house through contact insulating system. Thermal insulation will be carried out on the bottom of the building, the facade, roof and ceilings in the basement. During revitalization will reset also the loggia, gutter and access to walkways.
Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.

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