The article is focused on description of behaviour of the sandwich load-bearing panels with polystyrene core and OSB boards from the both faces. The interaction of the each component is provided by glued area connection. The panels are suitable for small and medium spans, walls and roofs. The benefits of the sandwich panels are high bending stiffness, good insulations properties and lightweight. The behaviour of the panel is mainly influenced by reinforcing, which is performed mostly by means of the I-beam ribs or rectangular profile ribs. The most important is the joint between sandwich panels and anchoring of the shear walls. The results of the racking shear wall experiments of the sandwich panels and capacity shear wall, which is significant for design of the timber structures, are presented in this article.

The concrete built in the structure is difficult to determine the static modulus of elasticity. One possibility is to measure the dynamic modulus of elasticity and subsequent conversion to static modulus of elasticity. This paper deals with mutual relationships between static and dynamic modulus of elasticity including practical examples of the determination of reduction factor.

Only properly designed windows or doors with matching parameters and their proper building in the construction are a prerequisite for long-term trouble-free operation of them. Design of the windows and their parameters are topic of the fifth part of the series about windows and doors.

The article describes the characteristics of claims for defects from contract for work according to the new Civil Code. The new Civil Code unifies the provisions on contract for work currently contained in both Civil and Commercial Code. The article describes the defects founding the liability of a contractor, reporting the defects and warranty, the rights resulting from the defects and the specifics of claims for defects when the subject of a contract is a building.
It is important for the work to be clearly specified in the contract. Differences from the contract are considered defects. It is vital to inspect the work after the handover for any differences from the contract. The ordering party has to report the defects to the contractor without undue delay. The statute of limitations for claiming the rights from defects is 2 years. The rights resulting from sales contract defects apply analogously to the contract for work. In case of substantial breach of contract the ordering party can ask for the delivery of a new work, repairs or resolution of a contract. Unsubstantial breach of contract allows for repairs or discount.
The last part of the article concerns specifics of claims for defects when the subject of a contract is a building. The ordering party cannot refuse to accept the building for minor defects. The statute of limitations for reporting hidden defects is 5 years in case of a building. The responsibility for defects in shared between the contractor, the maker of the documentation and the construction supervisor.

Steel fiber reinforced concrete (SFRC) with higher concentrations of fibers are still unattractive for investors. The paper presents the possibility of using metal waste to produce of wires, still suitable for the production of SFRC, but with a lower price than the known types of wires offered by current producers.

In the article are described the most important physical parameters. All of them were measured on the materials SX6-B (with basalt fibers) and SX6 (without fibers). By comparison of results was made evaluation.

Integral parts of present-day constructions are various types of wooden roof structures. This contribution documents a diagnostic survey, whose objective was to find the cause of significant acoustic phenomena in a recently completed wooden roof of a family house.

Moisture in most of buildings can be limited by different methods. Problems are divided into two papers. The author analyses the conditions of moisture-spread in building in the first part of paper and he solves the selection of sanitation method with less frequent technology of realization. The specific cause with utilization of air insulation system is presented in this part.

The article deals with a new product in the Czech market that is quickly getting to awareness of potential clients and gaining a significant place in the local real-estate market. Until recently, the inspection of immovable properties was an unknown concept. Nevertheless, in recent two years such assistance service is being more and more popular. Pertinent specialised inspection companies assist the real property buyer in eliminating potential risks that are related to selection and purchase of a given building. A competent certified inspector checks up to about 200 items of the building and compiles an expert report to help the client to correctly decide whether he should buy the given building or not. The inspector will acquaint the client with a real purchase price, precisely describe all the defects and how to correct them, and finally, he will hand over to the client a complete budget to cover the cost of necessary repairs.
In 2013 the inspection of real properties comes to one of the fastest growing segments of Czech economy. The people intending to buy any real property are more cautious and, now at the time of an economic uncertainty, they begin using the above relatively new assistance service in a large extent.

Moisture in moist buildings can be limited by the most different methods. Problems are divided into two papers. The author of paper analyses the conditions of moisture-spread in building in the first part of paper and he solves the selection of sanitation method with less frequent technology of realization. The concrete cause with utilization of air – insulation system then will present in the second part.

The fourth part of the series about windows and door is focused on Window hardware. Window hardware performs two functions: It allows opening of windows and doors and also, if closed, ensures meeting most of the required properties.

The submitted paper primarily informs about specific fire requirements for wooden houses in the Czech Republic and, due to its total size, it is divided into two parts. The first part is focused on combustibility of building products, i.e. classes of reaction to fire, types of load-bearing and fire separating structural elements (DP1, DP2 and DP3), assessment of construction systems for buildings (incombustible, combustible, mixed) and fire resistance of wooden houses in total. The second part is consequently focused on the issue of space separation of external timber walls with various material arrangements that can noticeably limit location of wooden houses on building sites.

The paper contains basic information on the relationship between the contractor and the client as introduced by the new Civil Code. Firstly, it points to a fundamental difference in the concept of ownership of land and buildings which will not be, unlike the current state, separate. Yet the law allows exceptions to this rule, which are briefly explained in the article.
The main part of the text deals with the issue that is most pressing in construction of buildings. It is the responsibility for the quality of the work or project documentation. The paper deals with the obligation of a client to accept work in stages, addressing liability for latent defects, acceptance of the finished with reservation of latent defects and etc. In this context it should not be overlooked, that the general liable for defective work are together the contractor, subcontractors, maker of the documentation and construction supervisor. These entities may waive liability only if they demonstrate that they did not cause the defect themselves.

The article describes the reasons for verification of moisture content of substrate layers and draws attention to illogicality of current approach, where moisture content in only very thin surface layer of 10 to 20 mm thickness is verified, but the influence of moisture held in entire thickness of the substrate layers is fully neglected. The article recommends use of in situ methods of measurement of dynamic moisture content of substrate layers, as it is for example described in American norms ASTM F1869-11 and ASTM D4263-83. Only moisture content measured by such methods, allows the contractors and investors to avoid many times fatal consequent failure of surface treatments.

The purpose of this paper is to inform about research and development results of special composite materials with enhanced capacity to accumulate infrared radiation. The aim of this project was to create an adjustment for wall and ceiling surfaces enabling good conduction, absorption and storage of thermal radiation with subsequent slow release of heat energy stored during periods of intermittently heating. This proposed solution in conjunction with infrared heaters and air conditioning equipment provides sufficient thermal comfort in heated spaces during winter season and thermal stability of rooms in summer. The main emphasis was on cost saving and increased efficiency of heating systems and cooling units.
The article presents one possible solution and principle for increasing absorption of infrared radiation and accumulative ability. The emissivity and surface temperatures of the developed sample were measured within the frame of the experimental works on real laboratory models in cooperation with specialists from Brno University of Techology (BUT) in Faculty of Mechanical Engineering (FME) and Faculty of Civil Engineering (FCI). The analysis of thermal comfort and energy balances including the assessment of the suitability in summer and winter was performed as well.

Condition survey process, or the process of gathering information and making passports, is one of the basic activities of asset management. In this article focus is on information retrieval and passports, which as an important tool for managing the assets recorded its technical condition and serves as a basis for further planning process, prolonging life and mainly benefit.

Recently, healthiness of the indoor space of buildings has been discussed more and more often. One of the points of view has been also presence of toxic substances, released into the indoor space from materials used for construction and design of the rooms, and from furniture. The most questionable materials include certain plastics, and, among them, especially polyvinyl chloride (PVC). Among other things, phthalates (used as plasticizers for PVC) may be released from this plastic. The Arnika Association commissioned analyses of 5 samples of floorings and 3 samples of wallpapers made of soft PVC. Phthalates were found in all the samples, in the range from 4.85 to 17.03 % of the product weight. In two of the samples, di-(2-ethylhexyl)phthalate (DEHP) was used as the plasticizer. DEHP will be banned in the European Union from 2015, together with 3 further phthalates. The remaining samples contained di-isononyl phthalate (DINP) and di-isodecyl phthalate (DIDP). These phthalates will not be banned, but they are also questionable from the point of view of health impacts. Four years ago, the Arnika Association took also samples of dust inside various buildings. Phthalates were found in all of them. The highest phthalate concentration was found in dust from a school dining room with flooring made of PVC. Presence of certain phthalates in dust is risky especially for young children. Phthalates are related to allergies (BBP, DEHP, and DINP) and asthma development (DEHP) in children.

The submitted paper primarily informs about specific fire requirements for wooden houses in the Czech Republic and, due to its total size, it is divided into two parts. The first part is focused on combustibility of building products, i.e. classes of reaction to fire, types of load-bearing and fire separating structural elements (DP1, DP2 and DP3), assessment of construction systems for buildings (incombustible, combustible, mixed) and fire resistance of wooden houses in total. The second part is consequently focused on the issue of space separation of external timber walls with various material arrangements that can noticeably limit location of wooden houses on building sites.

One of the options for the treatment of coal tailings is production a new kind of artificial aggregate on the self-burning principle. The aim of the work was to demonstrate the possibility of using this aggregate in concrete structures. Subject of the paper are not only the results obtained after 360 days of ripening, but also to compare them with the properties commonly manufactured concrete.

Comparison of calculations of Certificate of energy performance of buildings according to three methods:

1. before revision of regulation ČSN 73 0540-2
2. based on Decree No. 78/2013 Coll. and
3. as curiosity is added Opinion for subsidy programme ‘New Green for Savings’.