Dewatering and desalination of building constructions is currently a discussed topic. At the present time, different techniques for dewatering and desalination can be used. The existing methods are efficient but it is necessary to improve these methods and to develop new ones. The moisture in the building constructions is directly connected with the salts, which can be dissolved in it and together with the moisture further to move. The salts can cause damage of constructions and change mechanical and physical properties of the buildings materials. The basic demands for dewatering and desalination are the speed, efficiency and economical factors. Presented dissertation focuses on dewatering and desalination with the use of electrokinetic methods together with the technique of the clay poultices. In the first part of the thesis, basic theoretical principles of moisture and salts are described. In the second part (experimental part), the series of experimental measurements were conducted both in the laboratory and in situ. In this part of dissertation, I was dewatering and desalinating bricks and sandstones under an applied electric field. The main focus was on the optimization of a laboratory setup in order to get the highest efficiency for dewatering and desalination. Other measurements were done in situ, where the same technique was used.

The diploma thesis deals with the design of a low energy house in two structural variants, namely wooden frame construction and massive brick construction. The object is designed on a specific plot with two above-ground floors. The house meets the requirements of a three-member family. Both objects will be compared in terms of energy intensity and energy prices. The thesis is divided into two parts. In the first part of the thesis there is a description of how the basic wooden constructions are divided. There are also basic characteristics of some wooden frame structures and solid brick structures made of lime sand bricks, including their positive and negative properties. Basic energy balance and categorization of buildings in terms of energy intensity follows, including descriptions of the individual categories. The second part of the thesis deals with the design of the wooden structure itself. The text part contains the accompanying and the summarizing technical reports to the designed object. The perimeter structures of the wooden structure and the perimeter structures of the massive brick structure in contact with the exterior are assessed in terms of thermal technical requirements for the perimeter shells. At the end of the work the timber and brick structure are compared in terms of heat losses and energy demands. In addition, the individual alternatives for heating and water heating are compared in terms of fuel consumption costs and price comparability of 1 m2 of perimeter structures of brickwork and wooden structures. The drawing part contains a study of frame wood and brick structures. The building permit documentation is prepared for the wooden building. Part of the project documentation is calculation of heat losses, energy performance certificate, calculation of the energy intensity of the building, energy label of the building envelope and 3D visualization of the proposed building.

The subject of the diploma thesis is the elaboration of project documentation for the construction of a multifunctional house. The building is located on a building plot of parcel number 2176/15 in the cadastral area of Stará Boleslav. It is located in the northeastern part of the cadastral area. The terrain of the building plot is flat and currently the plot is covered with grass. It is a built-up area in which the development of apartment buildings predominates. The designed multifunctional house is spread over four floors. On the first floor there are three surgeries with a preparation room, facilities for staff and clients and communication areas of the building. The first floor is designed as barrier-free. There are six apartments on the second and third floors. On the fourth floor are designed two apartments and a walking terrace. The underground part consists of technical facilities, storage space and 13 parking spaces.

The theme of diploma thesis is project of guesthouse and restaurant. These are two new buildings on the flattened land plot no.5767, which is located in Pasohlávky. The guesthouse has two floors and a partial basement. Capacity of the guesthouse is 26 beds, one double room is designed as accessible room. In the basement of the guesthouse there is a wellness area and technical facilities of the building. The restaurant is designed as single-storey building with a capacity 50 seats and kitchen with a capacity 250 meals per shift. The main material of vertical load-bearing structure are sand-lime bricks with a certifies contact insulation system. The roof of the guesthouse is saddle roof, the roof of the restaurant is green roof.

This diploma thesis solves the project of materniti house in moderate terrain. Kindergarten is located on the lands p.č. 967/1, st. p.č. 2354, st. p.č. 1553/1 in Hradec Králové. The building has two floors. Kindergarten is designed for a maximum of 40 children and more than 10 employees. The building serves as a pre-school education for children. The building has a load-bearing wall systém. The external walls, load-bearing walls and partition walls are lined with sand-lime bricks KM BETA SENDWIX. The external walls are insulated with mineral wool thickness 180mm. The ceilings are made of prestressed hollow core slabs spiroll thickness of 250mm. The building´s roof is warm flat roof. The facade is unventilated. Wooden windows are from Slavona. Entrance doors are wooden double doors from Slavona.

The aim of this thesis is the design and documentation for new construction nursery Schools and the associated layout object. Proposal of appropriate structural system with regard to static and thermal technical part . Kindergarten is designed as an object used for the education of preschool children 4 to 6 years . Kindergarten 4 classes with a total capacity of 72 children. The building has two floors which looks like a cross, without a basement. The main entrance to the building is located on the south side of the building . The main living rooms are situated to the southeast to the southwest. The structural system is build of limestone, concrete partially formed column , base and die . The ceiling structure consists of filigree plates and in the middle of reinforced concrete . Roofing of the building is designed as a flat membrane roof.

The subject of this thesis is processing of design documentation for construction of the fitness and relax centre. The designed building is situated in the town centre of Giraltovce, in built-up area near watercourse Radomka. It is designed as two-storey without basement and with warm flat roofs. The part of roofing with vegetation is used as a terrace. The building envelope is a ventilated facade of fair-faced bricks in combination with cement-bonded particleboards imitating the texture of wood. The structural system is designed as column system with point-supported slab from cast-in-place reinforced concrete.

The aim of my master's project is to design a new building of kindergarden with nearly zero energy consumption. The project consists of three main parts. The first part is to create project documentation. The building is designed regarding to architectural expression. The kindergarden is split into two departments each for twenty children. It is single storey building with saddle roof. It is based on concrete foundation and under them there is foam glass. External walls are made of sand-lime blocks which are insulated with a contact thermal insulation system. The second part is to assess the energy performance of the building and usage of energy from renewable sources. The building uses ground source heat pump as a heating, air is provided by mechanical ventilation with heat recovery and eleckricity is partly provided by a photovoltaic system. The last part of master's project evaluates the building by the method of multi–criteria analysis. For this evaluation I used national method SBToolCZ.

The main aim of the thesis is to design a Kindergarten. It is situated on the west outskirt of the Havlíčkův Brod on the plot no. 653/1 in the cadastral area Havlíčkův Brod. The plot is sloped to the south. The building has two above-ground floors. The ground floor is cross shaped, and we can consist of it on four parts. Three are classrooms with locker room, sanitary facilities for children and bed storeroom. The last part is technical facilities (storerooms, halls, utility room, control room and room for serving food). On the first floor there are offices for teachers, staff room, director’s room, and locker room for employees (cooks, cleaners). Food will be imported to kindergarten. My project is designed like a masonry wall system from sand-lime blocks Silka. Non-load bearing walls are from aerated concrete blocks Ytong. Floor structures are designed as pre-stressed concrete panels. Roof above the ground floor is flat intensive green roof and roof above the first ground floor is flat extensive green roof. The building is heated by two gas boilers in the utility room and and the whole is forcibly ventilated according to two air-conditioning units. I use Archicad 22 for designing my Kindergarten.

The diploma thesis deals with elaboration of design documentation for the new building of the kindergarten. The building is divided into two parts. In the first part, two separate classes are designed, each with a capacity of 24 children, there are also teacher’s facilities, a logopedic counseling, and office. In the second part of the building there are classrooms for external activities. In the first part of the building, the kitchen is designed for the needs of the kindergarten. The building has two aboveground floors and a basement. Load-bearing walls are designed from SENDWIX, lime-cement bricks. Thermal insulation on walls above ground floor are a mineral wool and underground floor walls, as well as the plinth are insulated by extruded polystyrene XPS. The floors are made of pre-stressed concrete floor panels SPIROLL. The building has two types of roof: flat green roof and flat roof with stone aggregates. The drawing documentation necessary for the realization of the kindergarten is processed including five structural details. The drawing part was processed in the AutoCAD computer program. Part of the work is fire, acoustic, thermal-technical solution and daylighting.