Spelling suggestions: "subject:"codified asphalt"" "subject:"bodified asphalt""
51 |
Požární stanice / fire stationPeňáz, Lubomír January 2017 (has links)
The content of this thesis is the design layout and construction of the building of new fire station in South Moravian Region. It is an object split into two interconnected parts: administrative - two-storey, basementless garage for trucks - single-storey, basementless The object is used to perform the services of eight firefighters per shift and one full-time worker. Architecture was chosen so that the object is functionally meet the requirements of firefighters on duty at both organizational (work on PS) and at the operational (exit) procedure. The building is covered with a flat roof, attic walled building on the peripheral wall with white facade and symbols accentuating the purpose of the building. The inner workings of the object are designed to meet the performance demands of service 24ti - hour shifts. The building is brick, based on the footings and load distribution base. The roof structure is made of reinforced concrete load-bearing concrete slab with heat-waterproofing layers classical arrangement of layers. The building is insulated ETICS. This - the operational part is located on the 1st and 2nd floor of the south-western part of the building, single-storey garage built for trucks in the northeastern part.
|
52 |
Využití R - materiálu v asfaltových kobercích mastixových / Usage of recycled material in stone mastic asphaltsSlavíček, Michal January 2017 (has links)
This diploma thesis deals with the designs of asphalt mixtures for the wearing asphalt courses, specifically for the SMA 11S with an added 30 % and 50 % RAP (reclaimed asphalt pavement), this material was reclaimed from the wearing asphalt course type SMA. The thesis is divided into two parts. The first part is theoretical and it deals with the recycling of asphalt roads and adding RAP to the new asphalt mixures for the roads. The second part is practical. It deals with the design itself. Two types of SMA were designed, first with a 30 % RAP and second with a 50 % RAP. In those mixtures functional tests of asphalt mixtures were made.The results were compared to the asphalt mixture with 0 % of RAP and with the mixture with 30 % of RAP reclaimed from the wearing, binder and base course together. The results are summed up in the conclusion.
|
Page generated in 0.0357 seconds