After 35 years the requirement for the lowest internal surface temperature of opening panes was left out from the obligatory standard. The makers will probably like this change because they will be able to reject the complaints related to this problem. However, is it correct to think like this and intentionally degrade the quality of the buildings?
External thermal insulation composite systems (ETICS) are commonly used in the Czech Republic for thermo-retrofitting of old multifamily buildings as well as for proper insulation of new buildings constructed presently. Additional insulating layer radically improves thermal performance of a wall but at same time reduces its sound insulation in certain frequency range depending on the resonance frequency of the system. This problem becomes important in the case of noisy locations. This contribution presents a revision of the European Technical Approval Guideline No. 004 and describes suitable test methods and single value characteristic ΔRw including relevant national requirements.
The article describes unbiased comparison between two different methods of building protection against subsurface water and moisture – the foundation structure of waterproof concrete and waterproofing envelope based on the bitumen or plastic continuous sheet water proofing. The confrontation of properties and risk factors of the methods is made from the perspective of waterproof concrete structure which is the main content of the article. The comparative analysis is supplemented with the photos from field surveys and the results of independent laboratory tests.
This paper deals with the issue of comparing simulations for steady and unsteady thermal state at the massive structures. In this paper, computer simulations are compared with real measurements and measurements of climatic data. The evaluation showed that the steady-state temperature can be comparing with real model used after the end of the accumulation phase. It is evident that the requirements for the temperature factor of the internal surface of the solid structures, set by legislation, are a safe assumption.
This paper deals with the impact of using phase change materials (PCM) in light building constructions. It describes how these materials react during the whole year, how they impact the summer temperature stability of a room and how they react in the transtition period and in the heating period. Measuring was carried out in the experimental and reference room in the attic of the Institute of Building Structures. The layout of these identical rooms enables to compare the measured values. The measuring of the indoor climate which had been carried out during the whole year in the reference and experimental room was analysed. The analysis was used to create the basic methodological procedure for using PCM in light building constructions. These materials proved to be efficient in the summer time. During the heating period the power consumption was monitored in relation to the application of the phase change materials.
Today, besides standard insulation products reflective thermal insulations can be purchased on the market. This may for example be a combination of closed air layers with several layers of metallized foil. Dealers of reflective insulation often claim that the thermal conductivity of reflective insulation reaches values lower than 0,01 W/(m‧K). One dealer introduces this fact to consumers in another form: three centimeters of reflective insulation are equal to twenty centimeters of mineral wool. However, are such properties physically possible?
Currently the thermography is commonly used for diagnosis of the building envelope quality. Major purpose is the control of construction details, thermal bridge analysis. Thermography can be used for determining the heat transfer coefficient of the building envelope. Though this method of determining heat transfer coefficient is limited and results may not always be exact. It can be caused by variability of boundary conditions and inhomogeneity of building structure. This article describes the methodology for determination of heat transfer coefficient based on thermographic measuring.
Temperature effects on soil are unexplored and calculations are simplified. This paper deals with the impact of using different soil properties for numerical determination linear thermal transmittance of building foundations. It describes how the numerical calculation react on these soil properties. The analysis was made for real details of foundations and was used to create simple chart for the idea about calculation sensitivity.
The use of straw bales as insulation and in some low-rise buildings as elements for substructure are currently namely on the edge of building technologies but it is also technology that have potential in certain contexts to a wider application. It is shown by the implementation of experimental structures and research results.
Sloping roofs have been being built for centuries. Until recently, these roofs had only one purpose - to protect the building from rainwater, snow or other climatic influences. Let's look more closely at the current issue of excessive moisture in the roofs and let's show with pictures some specific examples.
Thermal insulation of prefabricated panel buildings is shifting to residential houses built on a brick in at the end of the 19th century and the beginning of the 20th century. These houses usually have an unheated basement with brick arches or wooden beam ceiling. Insulation of envelope and leaving the original heating system leads to a change in the internal climate and causing secondary faults.
Current and future use of rainwater in urban and rural areas with a dense network of residential and industrial buildings, including paved surfaces, can be transformed from the standard of environmentally and economically non-viable leads into sewers or waterways to capture this source of water through infiltration to the soil of the specific hydrogeological site.
The author tries to point out that, when hearing of CSN 73 1901 Designing roofs - Basic provisions it was underestimated the introduction of new terms and definitions also impact on other standards. There were almost unsolvable problems in developing those standards that have not yet been completed or processed. The standard should be corrected very soon, the author means.
Despite the fact that since the abolition of the "old" technical standards for determining loads and dimension of structural elements and structures already passed almost two years, still a part of our professional community doesn’t know all the impact of the introduction of Eurocodes in the field of mechanically anchored flexible roof waterproofing layers. More knowledgeable construction supervisors and also the insurance companies refuse to accept or insure mechanically anchored roof layers that are not properly constructed - including demonstrably and properly anchored.
A survey of cellular concrete facades of residential buildings in the Slovak Republic, executed between 2010 and 2011, showed extensive cracks. These can be a problem for safe anchoring of ETICS to the existing facade. Crack is a discontinuity in the mass, the pull-out tests results show that near the crack can be regarded as a weak area with a lower load capacity of anchors. This paper informs about the tests results in situ and the preliminary results of laboratory tests.
