This diploma thesis deals with the design system of finishing of structural wood construction with a short lifetime and performing tests of physical and mechanical properties. The system of finishing is based on the used adhesives. Three different kinds of adhesives (UF, MUF, PVAc) were used to test. Tests were conducted by technical standards ČSN, EN, ISO and BS. The aim of the study was to determine the properties and durability of the proposed surface treatment and to evaluate the possibility of using it for practice. Tests were conducted: surface hardness, adhesion to substrates, resistance to scratching, to steam, cold liquid, falling steel ball, abrasion and attrition. Furthermore, the measured sheen, color changes and light fastness.

This thesis deals with the evaluation of the technical state of wooden support structures of water mill in Leskovec near Březová (Opava district). The purpose of this research was to determine the range of the abiotic and biotic damage to each of the major elements of a timber floors and roof structures. The scope of damage was determined by sensual and instrumental methods (Arborsonic Decay Detector and Resistograph 4453). The measurement results were recorded and compared with values indicated in literature sources. It was enabled to create overall technical condition report of the mill by evaluating gathered data. The report led afterwards to suggestion of remediation measures. Structural wood elements of the water mill will be preserved in a satisfactory condition by implementing these remediation measuers

The main aim of this thesis is to evaluate current situation and propose renovation of the wooden roof structure of the baroque Dominican church of the Holy Cross in Znojmo. Disrepair historic truss structure over the church is the main impetus for the creation of technical documentation. Truss structure assessment was based on sensory and instrumental methods. The technical documentation of the existing structures (including drawings) was created in the first part. In the next phase, the research evaluates damage of the timber parts of construction and determination of their causes.In the third stage, redevelopment arrangements of damaged parts of the construction are proposed. This proposal will serve as a basis for their restoration.A large part of the work consists of drawings, supplemented with a 3D model of the truss structure.

The subject of this thesis was to make a constructive-technical research on timbers of St. Francis Seraph church in Lipník nad Bečvou. This church is registered into national list of sights as a sight number 29870/8-485. It is a Gothic-Renaissance building dating from 1590-1593. The roof above the cancel and nave consists of free floors dollar beams, queen post and truss frames. The aim was to reveal biotic damage to individual elements of timbers and to determine the extent of the damage. The evaluation of timbers was based on sensory and devices research. The roof was attacked mostly house longhorn beetle, rotting, especially in places where there was high humidity. The damage was caused mainly on wall beams and camping piece of tie beams. Based on achieved results we suggested remedial measures which are intended to preserve the built of wood, which is in a satisfactory condition. This thesis also deals with dendrochronological dating where we tried to determine the age of construction by dendrochronological analysis. The roof above the nave and chancel was dated to the period 1769-1771. Thesis is completed with anatomical determination of forest species which were used in individual parts of timbers. The results provide information for planned reconstruction of monument considering its current constructive - technical condition.

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Construction-technological studies of realization of the building. Include project of the temporary works, KZP, specifitations budget,time, healt and safety plan of the construction. The project addresses the construction of subways.

Construction-technological studies of realization of the building. Include project of the temporary works, KZP, specifitations budget and time and finacial plan of the construction. The project addresses the excavation pit and ensuring C 605, the construction of a tunnel excavated C606 and C607 construction site

This work deals with construction material research office building with eighteen floors to the street Šumavská 35 in Brno with ground plan dimensions of about 25 x 25 m. The structure consists of a reinforced concrete substructure and floors of steel frame. The scope of the survey will determine the quality of concrete in vertical supporting columns at level 1. PP structures using cores and subsequent laboratory testing. Another task will be to verify the status of moorings steel perimeter columns to the building of reinforced concrete pillars at the boundary of 1st basement and 1st floor.

The subject of this master’s thesis is the diagnostic survey of the industry cast-in-place hall. The thesis contains theoretical and practical part. The theoretical part is focused on available options of diagnostic methods and options of materials evaluation. The practical part contains material assessment of chosen elements of construction. This part of thesis is focused on localizing the position and the diameter of reinforcement in every single element. Next step is focused on the quality of the concrete, particularly compressive strength and modulus of elasticity. The modern machines, like Hilti PS 1000 and Profometer PM-630, are used to localize the position and diameter of reinforcement. The quality of concrete is determined by removed bore core. Evaluation of material characteristics of the structure is in the conclusion.