Within the grant project "Multi-storey buildings made ​​of wood" in the laboratories of the Academy of Sciences in Prague and TAZUS performed number of tests of wooden skeleton joints with steel plates, which confirmed the theoretical assumptions and calculations, and demonstrate their reliability and functional and economic advantages for use in practice. Here are a few of the results of experimental tests.

Family houses belong among the simple structures that are usually built with a classical way. Although the technology of construction is not difficult, it is possible for gross neglect of basic technological practices and the protection of buildings during construction to cause such damage, which is difficult to repair, even for the increased financial costs. Evidence of this is an example of one family house for individual living in the suburb of Prague on the basis of expert opinion.

The aim of the research was to determine the effect of chemical degradation of the surface layers of wooden structural elements to their mechanical properties and depth to which the damage extends. Degradation of the surface layer of wood structural elements caused a chemical reaction of some compounds contained in the fire in the past repeatedly coatings applied to wood structures of historical buildings. Such chemicals include ammonium sulphate and ammonium phosphate.

This paper is focused to the fire resistance of multi-storey buildings with light wooden skeleton. Computational procedures in Eurocode are applicable simply and only for a limited number of building elements. For scientific work in this topic are indispensable fire experiments and their subsequent evaluation by means of numerical and analytical models.

This paper is based on the results of theoretical and implementation work in the development of mechanical connections with steel plates and steel elements in timber structures. The analysis of the slip of joints and support details ranks among important issues from the point of view of designing timber structures. The influence of joint stiffness on structural behaviour should be considered in modelling assumptions.

Wood pieces, even locally damaged exhibit useful stiffness and strength parameters with which they can help continue to meet current requirements - after repair. Experience with old wooden structures such as roofs of church towers demonstrate the ability of timber stored in a suitable environment to retain its material properties for many centuries.

Our serial continues with this low-energy house built with sand-lime bricks. This time, the family house is located not far from Liberec, in the foothills of the Jizera mountains. The surroundings, predominantly rural houses near a protected natural area, influenced the shape of the house. Its location responds primarily to the surrounding buildings and the slightly sloping land.

While in Germany and Austria this kind of buildings are already a common sight, in the Czech Republic it was celebrated as a local pioneer. The calcium and sand structure with a gabled roof supported by glass rubble, which was certified by the Passivhausinstitut Dr Wofgang Feist y Darmstadt, has passed a wide range of technical measurements and numerous visits. We attended one of them.

Durability and functional reliability of buildings and structures of wood and wood based materials is significantly influenced by moisture content of these materials. In the article we report the results of measurement of moisture in the wood samples mounted between the outer walls with air chambers and comparing the measured values ​​with values ​​calculated by us in the recommended way of moisture balance in the construction according to ČSN 73 0540.

The hot-air treatment of the roof truss of the Upper Church in the village of Velká Lhota at Dačice is documented in stepwise details as a graphical and textual presentation with supporting charts and photographs. In addition to a mycological analysis, a project preparation plan and the main heat treatment technology, a detailed operations schedule is introduced as well as temperature measurement, supporting constructions and heat penetration. The writers’ utmost objectiveness towards this method is demonstrated by thermal camera images of the critical sites and cavities attacked by fungi. The article provides a comprehensive overview of application practices with all necessary recommendations, including the final application of chemical preservatives on the already heat-treated wooden framing.

The paper is contribution to the topic of reconstruction and revitalisation of panel buildings. In two examples possible solution of replacement of steel railing of loggia by masonry railing in a panel system T08B is shown.

The paper is focused on some new types of timber structures made from solid timber, glued laminated timber and wood based materials. Especially glued laminated timber is a highly engineered material, because large sizes of structural members and the possibility of various shapes in beams, frames and arches are available. The analysis of intensive loaded structures with large spans shows clearly that to the most advantageous types of connections belong those made by means of steel elements. The analysis of the slip of joints and supports ranks among important issues in designing timber structures. The paper summarises some experience and conclusions from the construction of timber systems with steel-to-timber joints.

The quality of a wooden building depends (among other things) on the materials of the supporting structures. Within a research project, load tests were carried out on two different wood and concrete roofing structures that used recycled materials.

Development of buildings with wooden structures in the Czech Republic relates to development of low-energy buildings. But there is still general public that is affraid of these constructions because of the fire danger. It is seldom known that wood is fire resistant very well, especially in the point of wiev the static resistance and solidity. In case of fire, in contrast to steel, wood does not lose its static resistance and solidity. The rest of a profile is usualy still able to care the waighting.

The land designated for the construction of the house is located in the PLA zone of the Jizera Mountains. Although it is not part of the protected area itself, it was necessary to design a house that will comply with a large part of the regulations related to constructions of buildings within a PLA. When buying the land the builders realised that the regulations will determine the appearance of the building with quite some detail and they will have to be followed. At the same time, a very energy efficient house had been requested, even if that meant that certain restrictions would be manifested in its appearance.

Defects in inbuilt wooden structures usually start as a small damage, which then increases in proportion to our neglect. Early detection and intervention at the right time will solve the problem for a long time and for an affordable price. Leaving those defects unattended increases de risk of deterioration of the interior parts of buildings or even the distortion of load-bearing structures with the subsequent rapid rise in the costs of sanitation works.

The topic of this paper is limited to industrial floors, more specifically, floors in underground spaces, which are used as parking areas in residential or office buildings. The question is whether this division is still valid, but that is not essential for the issues addressed in this paper. Of course, all these questions will need to be addressed with both the construction companies and the suppliers of materials. I would be also useful to also know the opinion of designers. The purpose of my paper is, therefore, to generate debate about these topics and allow for further improvement of CSN 74 4505 and, eventually, to create special technical conditions.

The article informs about the revision of the Czech technical standard ČSN 73 3251design of structures of stone. The original was published in 1987 and it is not up to date any more with the changes that have taken place in the systems of production and trade of buildings products and the technical progress. The revised standard will include the currently proven technical solutions for stone structures, including stone tiles on pavements.

This method has been known in Germany since 1930. Since then it has through many changes and technological advances. The use of hot air units continued to be developed and, after 1950, heat oil started to be used as fuel, and it is still used to this day. However, the use of hot air to eradicate wood-destroying insects makes sense only when there is an active infestation. A straightforward evidence of active infestation are the occurrence of larvae or beetles when carving wooden profiles. Other evidences can also be crunching sounds, fresh sawdust or paths of lighter colour. However, even if none of this has been detected, it doesn't necessary mean that the wood isn't infested. It should also be noticed that falling sawdust can also occur even after a successful “thermo sanitation”.