The lifting mechanisms are mainly used during construction of building structures for easier manipulation with the material or formwork elements. The most complicated cases are with monolithic structures. These structures need to move large amounts of material and formwork at the same time. The effective use of the lifting mechanisms can lead to acceleration of construction. Nowadays the measured performance standards are not usable. That leads to create own database. The article deals with the collection of time data for using of the lifting mechanisms in real constructions for the process of formwork of monolithic floor structures. The evaluated data will be verified and compared by T-cycle based calculation. The article is divided on theoretical and experimental part.

Old historic masonry structures are in many cases in a poor construction-static state. The repaired building showed a loss of horizontal and vertical joints, cracks and local defects of vaults, walls, ceilings, roofs and foundations. Therefore, rigid prestressed reinforced concrete foundations have been proposed and pretensioned rods located in the lower parts of the vault arches were installed.

The article presents the modified configuration of the longitudinal shear test of composite bars based on ASTM D 4475. The aim of the experimental program is to verify the possibility of using a three-point bending test to evaluate the resin quality and resin/fibre interface. The study focuses on influence of distance between support on calculated interlaminar shear strength. The properties of the resin are influenced by the alkaline environment. Resistance of the resin and resin/fibre interface exposed to this environment was determined by the test. An influence of the alkaline environment on interlaminar shear strength of FRP members was observed on both types of tested FRP bars.

The article is focused on the analysis of connections of timber elements with doweled type steel elements. The main scope of the article is to assess a load bearing capacity and stiffness of different types of doweled connections and comparison of theoretical results with results obtained from experimental tests. Subject of the research were connections composed of C24 grade solid timber elements connected with nails, screws, dowels, threaded rods and bolts. Findings and conclusions derived from the analysis of assumed connections can be used for a design and execution of doweled type connections in timber structures.

Using the appropriate secondary raw materials, it is possible to reduce the bulk density of AAC while preservation the physical-mechanical properties, e.g. strength. This reduces the total weight of the construction and allows for wider use, for example, in the application of material to reduce the load on non-load-bearing walls or to increase floor levels. Research is focused on the use of 10%, 30% and 50% admixture of fluidized bed combustion ashes and slag in the AAC. AAC was developed in the hydrothermal conditions of the autoclave at 7 hours of isothermal soak at 190 °C. The results showed the dependence of the rheological properties on the amount of admixture of fluidized bed combustion fly and bottom ash, slag. Research has shown that the use of 10% admixture of secondary raw materials will not significantly affect the physical properties of the samples.

We can observe a bad or even a state of emergency condition of the several bridges which are today in service for more than 60 years. There were find out on the structures any serious failures such as excessive deformations, extensive cracks, corrosion of prestressing wires and the anchors, etc. One of the most important thing in the process of the existing prestressed structures reliability evaluation is to determine the current level of prestressing in concrete structure. There have been developed in the world and in our country several methods that enable predict the current level of prestressing in a structure. This paper discusses the possibilities of determining the prestressing level on an existing structure using the indirect method as (Structural response method) founded on the theoretical-experimental base. This method was applied on an example of the precast prestressed bridge girder analysis after its 60 years in service.

This paper presents utilization possibilities of micronized recycled chemically activated concrete powder. So far, these fines of waste concrete have not been used in technical practice. Combination of micro milling and chemical activation were carried out using suitable admixtures such as fly ash or slag. These showed to be one of possible ways how to reuse such materials and apply them during production of new cement binder and concrete. In this paper, microscopic analysis of thispowder was carried out. Moreover, an impact of chemical activation on resulting mechanical properties was investigated.

Fibre-reinforced concrete is increasingly used in structures where its properties can be utilized - especially tensile and residual strength after cracking. For applications in load-bearing fibre-reinforced concrete structures, it is necessary to ensure the uniformity of the steel fibres distribution in its structure. The paper summarizes the current knowledge of fibre-reinforced concrete production and test methods, which can be used to monitor the uniformity of fibres distribution in both fresh and hardened fibre-reinforced concrete.

The present research work at primary phase deals with the development of high strength heavyweight concrete based on cementitious composite comprising alternative raw materials and two types of high density aggregates (barite and magnetite). The design of concrete is based on six mortar specimens from which concrete blocks and prisms are prepared for physical and mechanical properties tests.

Waste concrete contains a portion of non-hydrated particles within a concrete paste. Because it is a valuable material, ways how to reactivate and apply them during production of new materials are searched. The mechanical reactiovation seems to be a potential technique to achieve that. This method is based on very fine milling of waste concrete, resulting inmicronized powder. In the course of such process, unhydrated grains are uncovered. Hereby, these can be involved in future hydratation processes. In order to find the efficiency of such reactivation, the combination of two methods was employed, describing the shape and phase composition of the resulting grains. Three different kinds of waste concrete were tested, differed in their age, use, and method of production. It was found that old concrete waste with Belitic binder is the most suitable of them for the mechanical activation.

BIM processes have brought to the design process improvement in co-ordination between different professions and, in the case of the statics profession, facilitating the creation of a load-bearing structure model. The duplicate work was removed, where the same structural elements had to be modeled by two offices, both architectural and static. In addition, these models are now interconnected and coordinated. In this article, we will present the entire process on a project of the load-bearing structure of a set of apartment buildings with a common underground floor. It is designed on the basis of current European standards using BIM processes for its design and drawing documentation.

Current trends and methods of production of steel for the reinforcement, quality grades and their graphic representation. Welding problematics of steel for the reinforcement of concrete, specifics affecting the quality of welds of reinforcing steel. Process approach to welding of reinforcing steel, welding processes, types of welds, their advantages and disadvantages. Qualification of welders and welding coordinators for welding of reinforcing steel, qualification of welding procedures, production tests and acceptance crireria of the organization for welding of reinforcing steel.

Durability is described as the ability of a material to maintain its physical and mechanical properties over time. In reinforced concrete (RC) structures, concrete is the ideal material to protect the steel reinforcement. However, the RC structures are exposed to environmental loads, which cause the deterioration of materials as corrosion of reinforcement. The standard STN EN ISO 9224 describes the calculation of the whole corrosion loss. Despite these calculations, it is appropriate to perform the measurements on the real samples, which are time consuming. For this reason, it is useful to use accelerated corrosion test. The basis of our research was to compare the results of thickness of corrosion loss in accelerated corrosion test according the standard STN EN ISO 9227 with the calculation of corrosion loss according the standard STN EN ISO 9224.

An example of reliability verification of existing concrete member represent an extension of previous authors contribution “New European document for assessment of existing structures”. The illustrative example of the member is based on the new Technical specification [2]) and valid Eorocodes ČSN EN 1990 [7] and ČSN EN 1991-1-1 [9]. The contribution should provide background information supporting implementation of the new European document on assessment of existing structures to national standards.

The upcoming CEN Technical Specification (TS) on assessment of existing structures is related to the fundamental concepts and requirements of the current generation of EN Eurocodes. The final draft of the Technical specification was already submitted to the technical committee CEN TC250 in April 2018. The document concerns all types of buildings, bridges and construction works, including geotechnical structures, exposed to all kinds of actions. It contains requirements, general framework of assessment, data updating, structural analysis, different verification methods (partial factors, probabilistic methods, risk assessment), interventions, heritage building. The submitted contribution provides background information on the principles accepted in the final draft of TS and practical examples of applications of existing structures including panel buildings.

Paper deals with the definition of energy flexible building, its impact on the stability of the grid with the planned increasing share of energy from renewable sources and the possibility of using the heat storage capacity of building structures. Paper further analyzes the selected methodology for evaluation of the energy flexibible building and gives an example of thermally activated building structures.

The article deals with a design of very slender steel columns loaded in compression. The design resistance of common compression columns results from the buckling resistance, which is due to a high slenderness low. Modification of a common column into a stayed prestressed system leads to a multiple increase of its design resistance. The article describes prestressed steel stayed columns with one central crossarm. First the formulas for critical loads of “ideal stayed columns” are presented, second the formulas for maximal resistances of “imperfect stayed columns” are given. The reduction of the maximal resistances by a material partial safety factor results into a design resistances in accordance with Eurocode 1993-1-1. Finally a solved example is presented with a comparison of resistances received for the prestressed (stayed) column and non-prestressed (common) column with a very high slenderness.

The subject of this paper is an experimental and numerical analysis of the stability of the wall panels with one-side board sheating. The reinforcement of the panel is provided by means of glued timber composite I-shaped element consisting of a web made of a wood-based desk embedded into flanges of solid timber. The mechanism of the behaviour of these panels, mode of the failure and reliable procedure to determine the buckling load-bearing capacity not been fully explored so far. The main aim of this project is to create reliable numerical model using experiments and parametric study for optimized design. Outcome of the work is a design model and dimension tables for one-side board sheating wall panels of light timber structures with a rib in the form of an I-stud.

Fluid fuel combustion technology in coal-fired power plants is also very popular in the Czech Republic, resulting in a relatively high production of a specific by-product – fluidized fly ash, which differs from the classical high-temperature fly ash in mineralogical composition with a high sulphur content of anhydrite CaSO₄. Fluidized ash is not yet used in the production of fired building materials, where it could be used as a cheap source of calcium oxide (for example, the production of porous ceramic tiles). However, the issue of sulphur dioxide leakage during the re-firing of fluidized fly ash in ceramic raw materials mixtures has to be solved. This paper deals with the analysis of the basic properties of domestic fluidized fly ash and provides a reflection on its possible use in building production.

Dowel joints with wooden fasteners are an important part of many timber structures. They have been used especially in historical timber structures. This type of fasteners can be used for the construction of modern wooden structures or for the production of individual wooden structural elements, such as the Holz100 system of the Austrian company Thoma or for similar Brettstapel structural elements. Actual normative materials (principally Eurocode 5) do not provide sufficient safe design description for such structural joints. A complex model of failures in different directions to the grain of wood is missing. The article focuses on a pilot study on the evaluation of mechanical behaviour of dowel joints and presents the results of experiments of all-wood joints with dowels made of various wood species.