Within the project, a new concept of a combination of a constructed wetland and an extensive green roof with the use of grey water for irrigation was designed, built, and tested in experimental operation. In accordance with the principles of circular economy, a substrate for extensive green roofs with an admixture of recycled materials based on recycled demolition waste and pyrolyzed sewage sludge in the form of biochar was designed and initially experimentally tested. The hydrophysical characteristics of the proposed substrate mixtures were determined and two were selected for use on wetland-extensive green roof experimental beds. Water balance, water chemistry at the green roof runoff and vegetation condition were monitored as a function of biochar addition.

Modifications of a large number of older family houses to classification class E or class D energy efficiency can be implemented by measures on the side of the building envelope even without changes to heat sources, if this obligation is introduced. Roughly, it is expected after 2030.

In the past, natural stone was among the most used building materials in the Renaissance and Gothic periods. On the territory of the Slovak Republic, sandstone was used for its suitable properties, good compressive strength, appearance, and good machinability. Sandstones still form the supporting elements of sacral and public historical buildings. These building structures are exposed to the weather because the surface finish consists of capillary-active materials or none. From the point of view of monument protection, it is not possible to propose hydrophobic modifications and therefore water coming from driving rain can be absorbed into these structures of historical buildings. This article describes the absorption and redistribution of water in structures using one-dimensional computational simulations of liquid water transfer in selected sandstones from eastern Slovakia using a simulation tool. The results are compared with German sandstones.

In the Czech Republic, a preparation of high-speed lines construction according to principles adopted from France is currently in process. Its substructure is among others to be made of an asphalt concrete layer. Nevertheless, the requirements on asphalt mixture properties cannot simply be taken from the French standards, as a different procedure for the compaction of test specimens, which are used for mechanical and functional tests, is used in the Czech Republic. This paper presents the results of an experimental study that compares the impact of test specimen compaction methods used in the Czech Republic and in France on selected properties of asphalt concrete. As a part of the study evaluation, a mutual correlation between individual compaction methods is identified and discussed.

This article deals with the issue of the use of construction and demolition waste in concrete. Primarily with regard to the testing of recycled fine aggregates using today's current standards for concrete aggregate. Three main representatives of recycled aggregates are tested, namely concrete aggregate, brick aggregate and mixed recycled aggregate. Subsequently, recycled aggregate is used for concrete production where it forms a substitute for fine aggregate at 33, 66 and 100 wt%. A series of tests were carried out on 150 × 150 × 150 mm concrete test speciement to determine basic properties such as bulk density, water absorption and compressive strength.

The paper deals with the comparison of the thermal properties of jamb for different types of windows. In the case of reconstruction, it is often necessary to preserve the original double- windows or to use modern materials due to the thermal solution of the building. Modern constructions mean the use of double or single windows with thermal-insulating glazing. These changes in the construction of the window have an effect on the thermal processes on the structure. One of the important parameters for the assessment of the building structure is the assessment of the internal surface temperature of the building structure. This article shows the difference in finishes and heat flows to remove different types of windows. The reference window for comparison is the original double history window. The results were found in a model environment in 2D software.

One of the possible solutions for using up used tires is the construction industry. By incorporating waste rubber and reinforcement from tires into concrete, it is possible to partially replace natural aggregate and manufactured reinforcement. This solution should help reduce the negative impact of waste tire disposal on the environment.

Alkali-silica reaction of aggregate with components of cement (AE - Alkaline Expansion) are among the factors causing degradation of concrete. Within a few years or decades of concrete aging, at the surface of aggregates containing reactive form of silica, a cover layer occurs. This layer is capable of expansion due to water absorption. The process is called alcali-silica reaction (ASR).

The paper deals with the effect of all-metal anchors of suspended facades on the heat transfer coefficient of double skin walls. The thermal properties of the anchors are described by means of the point heat transfer coefficient, which can be obtained using a derived formula or calculation aid.
The data for the derivation of the formula and the calculation aid were obtained by three-dimensional modelling and analysis of the calculated data in the framework of the thesis [2]. The input data and the necessary documents used for the calculation were provided by H&B delta. The thesis thus provides a simple calculation and possible comparison of several material and design variants of the used all-metal anchors.

Contemporary architecture often works with glass facades, roofs or even glass columns and beams. The problematic part of a glass structure design is usually a connection between the glass elements and the rest of structure. In order to achieve as much transparency as possible, various mechanical point fixing systems, adhesive connections and their combinations were developed. Although being widely used, the design procedure is mostly based on experiments. There is ongoing research at the Czech Technical University in Prague focusing on characteristics of an embedded laminated connection under various types of loads. Within the initial phase of experiments, small scale specimens consisting of different glass and foil types were tested. The experiments revealed the tensile, eccentric shear and compressive short-term load-bearing capacity of the connection and a dominant mode of failure. Data obtained from the tests are going to be used for further numerical simulations and a parametrical study.

The test results show that both TORRENT and ISAT methods can be used to assess the durability of both concrete and fibre concrete with dense aggregate. In the case of concrete containing concrete recyclate, however, the TORRENT method was not effective. Also the method of determining the permeability for CO₂ was not suitable for the concrete with concrete recyclate.

The rapid growth of the world's population and its concentration in large cities represents a major impact on the construction industry and the production of building materials. It is the recycling of building materials that is an effective solution to meet the requirements for the construction of new buildings and at the same time achieve sustainable development on earth.

The article deals with the issue of punching shear of flat slabs without shear reinforcement weakened by openings near the supports. The paper compares the predictions of punching shear resistance of flat slabs weakened by openings and supported by square and wall columns. The predictions were calculated using the design model prEC2 for prediction punching capacities that are introduced in the second generation of Eurocode 2. The obtained results of punching shear capacities were compared with experimentally measured results. The standard-recommended model of reduction of the control perimeter length using steering by a radial projection of the opening show that the prEC2 model significantly underestimates punching capacity when the opening is located at the face of support or near the shorter side of the wall column.

The article presents individual procedures for the selective demolition of a panel house intended for demolition. The procedure for inspecting the building for the purpose of identifying waste materials or end-of-life products intended for recycling is given. Furthermore, the contents of the project documentation for the demolition work and the progress of the preparatory work associated with the dismantling of the building are presented. The following is a description of the prefab house intended for selective demolition, the procedure for the demolition work and a sample of the summary list of waste during the selective demolition of the prefab house.

The article provides an overview of the development of construction and demolition waste recycling in the Czech Republic in the period between 2007 and 2020. Waste group 1701 concrete, bricks, tiles and ceramics analyzed in more detail. Recycled C&DW from this group are assessed in terms of the possibility of their use as concrete filler. Attention is also paid to group 170504 – soil and stones without hazardous substances. A significant increase in recycling has been demonstrated for this group in recent years. In conclusion, the ratio of recycled C&DW and extracted natural mineral raw materials in the construction industry is analyzed.

The article deals with sealing of cement-based materials and tensile properties of the sealed joint. Aquapanel cement board was chosen as the base material, which was treated with a primer. Then two sealants were applied, one representative of acrylic and one of polyurethane sealants. After curing, the resulting test specimens were tested according to the valid European standard ČSN EN ISO 8340, which defines the parameters of the test specimen and subsequent test procedures. The evaluation of the test, which took place visually and with a caliper measurement, showed that only polyurethane sealant could be recommended for sealing Aquapanel. This putty, unlike acrylic putty, did not show any defects after the test, so it can be stated as suitable for sealing Aquapanel cement board.

Part 2 covers buckling lengths of three-hinged arches both with the crown hinge of a fork type (in the arch plane) and a full type (both in and out of the arch plane). The article follows the Part 1 [1] which deals with two-hinged and built-in arches. All studies present three uniform loading patterns (vertical along the arch length, vertical to the arch plan or radial to the arch axis). Buckling lengths of the equivalent straight (Euler’s) column with the constant axial force corresponding to maximal axial arch force in the arch bases are presented in the form of graphs for CHS (circular hollow sections), various open rolled IPE and HEB sections.

Results of extensive study concerning buckling lengths of circular steel arches are presented. The study in Part 1 covers two-hinged and built-in arches, in Part 2 three-hinged arches with the crown hinge of a fork type (in the arch plane only) and a full type (both in and out of the arch plane). All studies present three uniform loading patterns (vertical along the arch length, vertical to the arch plan or radial to the arch axis). Buckling lengths of the equivalent straight (Euler’s) column with the constant axial force corresponding to maximal axial arch force in the arch bases are presented in the form of graphs for CHS (circular hollow sections) and various open rolled IPE and HEB cross-sections. The study is a follow-up of the author’s article Stability of Steel Circular Arches [1], embodying the preliminary stability analysis of two-hinged arches.

The article deals with experimental investigation of the influence of openings orientation on the punching resistance of flat slabs. Within the experiments, two isolated fragments of flat slabs were tested. Both specimens were weakened by two symmetrically placed openings with dimensions of 240 mm × 150 mm adjusted to the shorter side of the elongated column with cross-section of 950 mm × 150 mm. The specimens differed from each other by the orientation of the openings in relation to the support. In addition to the comparison of deformations, the actual control perimeter lengths of the tested specimens were calculated based on the results. Compared to the theoretical lengths of the control perimeters according to EC2, the reduction of the control perimeter appears to be conservative.