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Timber House
Kučera, Radim ; Vojta, Martin (referee) ; Šuhajda, Karel (advisor)
The aim of this bachelor’s work is design of new building of separate detached house. It is a timber house with a basement on the part of the ground plan, one ground floor and a flat sodded roof. The supporting part of walls creates column sandwich structure. The sheating is designed as a ventilated timber facade. The house is suitable for four-member family, with one person with limited mobility. The house is situated in Vřesina, site n. 778/55, cadastral unit Hlučín. The subject of seminar paper is “Vegetative facades”, and it is a separate supplement of bachelor’s thesis.
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New building log cabin object in Malenovice, rough superstructure
Jůnová, Lucie ; Mohapl, Martin (referee) ; Šlanhof, Jiří (advisor)
The bachelor’s thesis is focused on the construction of log house. Solves realization of rough superstructure. It is a single-storey building with an attic. The building is designed mostly from log construction and partly brick with wood-beamed ceilings, roofed a gable roof. The work includes technical report, technological regulation for vertical construction, ceiling and roof truss, design a construction site installations including construction organization, time schedule, design mechanical assembly, control and test plan, health and safety at work.
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Mountain hotel in Králíky
Hoffmannová, Zdislava ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this thesis was a structural design of a timber structure of a mountain hotel in Králíky. The object was a three storey building in a shape of letter U. The project was made in two different variations. The first one consisted of timber frame system with walls securing spacial stability. Computational model was created as a spacial bar 3D model in SCIA Engineer 19.1. The internal forces were calculated using the linear static analysis. The loadbearing structure was designed according to ultimate and serviceability limit states in SCIA Engineer 19.1. The thesis includes joints and anchorage design according to valid standards. Glue laminated timber was chosen as a material for the loadbearing structure while solid timber was chosen for wall structures. The second variation was made out of cross laminated panels. Wall panels were calculated by hand calculation whereas floor and roof panels were calculated using Agrop Nova Element software. Spatial model was made in SCIA Engineer 19.1 software to design joints and for global deformation check as well. The thesis includes engineering report, structural design report as well as drawings.
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Reconstruction of Restaurant with Housing Facilities Extension
Jun, Martin ; Němčák, Oldřich (referee) ; Králová, Zuzana (advisor)
Diploma thesis "Reconstruction of Restaurant with Housing Facilities Extension" is processed in the form of project documentation for building construction according to the applicable regulations (Act No. 183/2006 Coll., On Zoning and Building Regulations, including subsequent amendments). The project deals with the reconstruction of the existing restaurant building in the village Lísek, No. 89. The building is located on plot No. 49 in the cadastral Lhota u Lisku. Floor plan of the existing building is in rectangular shape with almost the unused basement and a deck above. The 1st underground floor is currently used only technical room and garage. In the 1st floor there is the sales area of restaurant, large kitchen and rooms for staff. Existing structures do not show signs of major damage. Reconstruction is not due to the technical condition of the building, but due to operationally unsatisfactory disposition and investor requiring to create an accommodation capacity. The requirement was to build new rooms to accommodate 24 persons. The supporting structural system of the 2nd floor is designed of ceramic bricks and 3rd floor due to the resistance of existing constructions is newly designed as wooden sandwich. The window openings are fitted with a six-chamber windows with triple insulation. Horizontally extension of the existing building corresponds to the current object. The roof of the building is gabled with dormers lighting the rooms in the 3rd floor. The building is designed so that even after the reconstruction match an existing installation. Part of building construction works is also landscaping. Due to the partial change in purpose of the building was necessary to design a suitable parking space with adequate capacity.
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Wooden Based Hotel in Mountains
Zuczek, Jan ; Konečná, Petra (referee) ; Králová, Zuzana (advisor)
The subject of my thesis is the design of new mountain hotel based on wood, which is located at the top of Little Maple, cadastral area Trinec-Tyra, the city of Trinec, Frydek-Mistek level documentation for construction. The building has a partial basement, with three floors. The supporting system consists of three structural systems. The structural system consists of basement formwork, the first floor is made of ceramic blocks heluz, second and third floor is designed as a timber frame panel. Roof structure is made up of lattice wood trusses and gabled aisle. Proposal mountain hotel respects the territorial plan of Trinec. Furthermore, emphasis is placed on the layout, including ensuring the design to the static, architectural, energy savings and safety in the use of the building.
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The Multipurpose Building in Popůvky
Pernica, Martin ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
This diploma thesis deals with design of Multipurpose building located in the proximty of the town Popůvky u Brna. This buidling consists of 3 seperate structures. The first structure SO01 is intendet to be used for manufacturing an storage purposes. It is steel warehouse with plane dimensions 69,5 x 44 m. Height in the top is 10,4 m. The second structure SO02 is a 3 - storey steel building given up to office building. It's plane dimensions are 24,85x14,00 m. Height in the top is 10,69 m. The third structure SO03 is designed from timber and it's purpose is to serve as the company's showroom. It's plane dimensions are 20,08 x 21,05 m. Height in the top is 10,69 m.
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Family house load-bearing structure composed of thin-walled steel members
Bulíček, Radek ; Melcher,, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is to design and verify load bearing members of single-storey family house composed of thin-walled cold-formed elements. Parking space for cars of timber members is the part of the house, too. The family house is in rectangular plan with dimensions of 9.5 x 10.5 m. The roof of the house is hipped, on the side of the house with the parking place rafters are associated with garage rafters. The following elements were statically assessed: structural members of the house roof (rafters, collar tie, roof bracing), structural members of the ceiling (ceiling beams), reinforcing timber frame, external and internal load bearing walls (columns), load bearing elements of the parking space (rafters, purlins, columns). All assessments were performed according to currently valid standards. The calculation showed that the resistance and serviceability of all components are satisfied.
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