Diploma thesis "Block of flats" is processed in the form of project documentation for the construction, according to valid standards and regulations. Residential house is designed as a four-storey building with warm flat roof. It is a detached house on flat terrain. There is a workshop, storage and technical facilities of the building on the first floor, in the other floors are located 8 dwelling units. The whole building is made of the sand-lime brick blocks and reinforced concrete ceilings. The building is based on reinforced concrete strip foundations. Material and structural solutions were chosen so that the object is approaching to the passive standard. The project also includes specialization of the diploma thesis processing at the Institute of building services

Abstract This diploma thesis deals with the design documentation of a block of flats. The block of flats is supposed to be situated in South Moravia, Znojmo district, in Olbramovice village, cadastral area no. 709930 – Olbramovice u Moravskeho Krumlova. The building is designed as a brick building with a contact thermal insulation system. Vertical constructions are designed from the Porotherm structural system. Horizontal constructions are designed as reinforced concrete structure. Foundation structures are designed from concrete. The object is roofed with a warm flat roof. The object has four floors. On the ground floor is technical hinterland and also one flat is designed to be barrier-free. The other floors are individual flats. There are ten flats in the building. Five flats have their own loggia and two flats have terrace. The building is newly built and it has a L-shaped plan.

The proposed golf resort is situated near the village of Nevcehle in the sloping terrain. It is a brick building of concrete blocks with contact thermal insulation and with concrete floor structure. The building has two floors. House is based on plain concrete foundations. Roof is made up of metal plate-connected timber truss with metal roofing.

The aim of this final thesis is to design selected parts of construction technology project for building used as an sports centrum in Jihlava. The attachments provide a solution of upper structural work, with focusing on floor structure forms and staircase. The thesis contains the technological procedures for constructing both variants of floor structure and staircase, principles according to which is the construction organised, safety and health measures taken on the construction site, design of the mechanical assembly, time plan, plan of inspections and testing, controlling and testing plans for both variants and construction details.

The final thesis „Kindergarten in Zubří“ is processed in the form design documentation for the construction. Kindergarten is designed for fifty children, part of the building is a large garden. It is a detached building with two floors. The surrounding terrain is slightly sloping. Kindergarten is located in a good walking distance from residential buildings in the town. The facility contains three class, the economic part, part of the leadership, part of the hobby activities, the public part. It is a masonry building based on the concrete strip foundations.

In this diploma thesis „Static solution of hospital completion in Pisek“ I study statical solution of one new building of hospital. Statical solution includes the design and dimensioning of reinforced concrete floor structures and peripheral beams. The floor structure consists of point supported reinforced concrete slab. The floor slab is supported by columns and walls. The aim of the project is to desing and evaluate the ultimate limit state of reinforced concrete slab and beams. Also was created 3D computational model to analysis the construction, model was created in software Scia Engineer. To verify the resulting values of internal forces was used to the method of replacement frames. The thesis includes an analysis of internal forces in the structure, while based on different types of soil. Individual values are compared. Finally was made drawings of solved part of the building.

The objective of the present thesis is to design a sports center and provide the relevant design documentation for it. The designed building is situated on a flat plot in Hradec Králové which is intended as a building plot or a sports/relax area. The designed sports center is a two-level building without cellar with a flat roof. The building foundations are designed as foundation strips, mainly from plain concrete. The external, loadbearing, and partition walls are designed with clay blocks POROTHERM. The floor structure is designed with prestressed concrete floor slabs SPIROLL. The thermal insulation is resolved with ventilated facade with facade panels. CEMBRIT SOLID. The building is divided into three individual functional units with one shared entrance. It consists of two sports halls with facilities designed for sportsmen and staff, and a gym together with the facilities for costumers. A restaurant and a kitchen are situated in the second floor.

The subject of this diploma thesis is a newly built mixed-use building in Brno. It is a four-storey building without cellar. The building is located on a corner plot in an urban part of Brno - Židenice. In the 1st floor there are three business units. On the other floors are a total of 11 apartments. One apartment is located in the courtyard. It is designed for people with limited mobility. The vertical structures are of the ceramic blocks Porotherm. Ceiling structures and staircases are cast-in-place reinforced concrete. The building is insulated with contact insulation system ETICS. The roof is warm flat. The project was processed by computer software AutoCAD 15.

This Final thesis deals with the desig of main supporting structure of the precast concrete frame. Calculation of internal forces is made by sofrware system Dlubal RFEM. For the assessment were selected two most loaded beams with corresponding columns and calyx on the pilot. This thesis contains structural design, mounting report, sectional calsulations of selected elements, mounting details, workshop documentation of selected elements.

Betong är idag ett av de material som vi använder mest i byggbranschen och det har sinaföljder. Mer än 50 % av energiutsläppen från byggplatsen kommer från cementtillverkningen.Voided biaxial slab eller VBS är en revolutionerande teknik där man gjuter in plastbollar ibetongen tillsammans med armeringen. Arbetstiden samt torktiden kortas ned samtidigt somvi bevarar hållfastheten och dess funktionalitet. I den här rapporten kommer vi titta närmarepå VBS teknik och jämföra det med konventionell betongplatta och se om tekniken är lämpligför att implementeras i Sverige.Vi har använt oss av en kvalitativ metod i form av källanalys från internet och tryckta källor.Även en komparativ metod i de fallen vi har hittat information från mer än en källa.Rapporten kommer enbart fokusera på betongplattor och våningsavskiljande bjälklag. VBSanvänds i horisontella plan endast. Tak och väggar är därför uteslutna. Tekniken kommerpresenteras i form av viktiga aspekter för dess överlevnad i den svenska marknaden såsomekonomi, strukturella fördelar och hållbarhet.Resultatet visar att VBS rent ekonomiskt nästan bara är positivt jämfört med denkonventionella betongplattan som endast består av armerad betong. Konstruktionsmässigt ärVBS ett konkurrenskraftigt alternativ till armerad betong. Böjhållfastheten är detsamma somarmerad betong. Andra bra positiva aspekter är miljövänligheten, arbetsmiljömässigt,energikonsumtion och värmeisolering.De mindre bra egenskaperna är sämre prestanda i skjuvmotstånd, brandmotstånd ochljudisolering.VBS kan implementeras i Sverige men för att plast ska introduceras i en så pass stor skala såbehövs en infrastruktur. Den bör tillgodose hållbart produktion av Bubbledeck och separeramaterialen vid rivning. Tekniken medför stora fördelar men trots det kan företagen få svårt attmotivera sig till att bygga med VBS när betong är så lättillgängligt och varit med så länge. / Concrete is today one of the materials we use most in the construction industry and it has itsconsequences. More than 50% of the energy emissions from the construction site come fromcement production. Voided biaxial slab or VBS is a revolutionary technique in which plasticballs are cast into the concrete together with the reinforcement. The working time and thedrying time are reduced while maintaining the strength and its functionality. In this report, wewill take a closer look at VBS technology and compare it with conventional concrete slab andsee if the technology is suitable for implementation in Sweden.We have used a qualitative method in the form of source analysis from the Internet andprinted sources. Also a comparative method in cases where we have found information frommore than one source.The report will focus solely on concrete slabs and floor separating flooring. VBS is used inhorizontal planes only. Roofs and walls are therefore excluded. The technology will bepresented in the form of important aspects for its survival in the Swedish market such aseconomy, structural benefits and sustainability.The result shows that VBS is financially almost only positive compared to the conventionalconcrete slab, which consists only of reinforced concrete. In terms of design, VBS is acompetitive alternative to reinforced concrete. The flexural strength is the same as reinforcedconcrete. Other good positive aspects are environmental friendliness, work environment,energy consumption and heat insulation.The less good features are poor performance in shear resistance, fire resistance and soundinsulation.VBS can be implemented in Sweden but for plastic to be introduced on such a large scale, aninfrastructure is needed. It should meet the sustainable production of Bubbledeck and separatethe materials during demolition. The technology brings great benefits, but despite this,companies can find it difficult to motivate them to build with VBS when concrete is so easilyaccessible and has been around for so long.