Abstract:When building physics simulations are done initial conditions express the actual hygrothermal state of building envelope. For the temperature field simulations initial condition is represented by the initial temperature in the body profile at the start of heat transfer. In-structure temperature varies quickly so temperature initial conditions are often neglected. Nevertheless in specific cases initial conditions have to be taken into an account even when simple temperature field simulations are done. The contr… Show more
“…This lack of realized Directive WTA 4-4-96 authors who Directive introduced the term "degree of wet" assesses the content of moisture in the masonry due to its porosity. This means that in addition to the moisture content in percent by weight is necessary to provide each and the open porosity of the material [14]. The degree of wet Sp is defined by: Without pressure injection may be used up to the dampness of about 50% for pressure injection is referred to an upper limit of about 80% [18].…”
Section: Discussionmentioning
confidence: 99%
“…This means that the creation of new micro cracks are able to fill them, thus waterproofing practically never gets old. [13], [14] 3…”
The article provides an analysis of removing moisture from the soil masonry walls. The chemical pressure insulation may be considered as one of the alternatives. This paper describes the chemical waterproofing and points to a case study, which is a small church in the town of Košice. Renovation of the church took place in two stages, made using pressure chemical insulation for chemical grouting of envelope masonry. The appropriateness and effectiveness of the applied chemical methods can be seen in the conclusions of this contribution.
“…This lack of realized Directive WTA 4-4-96 authors who Directive introduced the term "degree of wet" assesses the content of moisture in the masonry due to its porosity. This means that in addition to the moisture content in percent by weight is necessary to provide each and the open porosity of the material [14]. The degree of wet Sp is defined by: Without pressure injection may be used up to the dampness of about 50% for pressure injection is referred to an upper limit of about 80% [18].…”
Section: Discussionmentioning
confidence: 99%
“…This means that the creation of new micro cracks are able to fill them, thus waterproofing practically never gets old. [13], [14] 3…”
The article provides an analysis of removing moisture from the soil masonry walls. The chemical pressure insulation may be considered as one of the alternatives. This paper describes the chemical waterproofing and points to a case study, which is a small church in the town of Košice. Renovation of the church took place in two stages, made using pressure chemical insulation for chemical grouting of envelope masonry. The appropriateness and effectiveness of the applied chemical methods can be seen in the conclusions of this contribution.
“…The measured parameters were: outdoor and indoor ambient air temperature and relative humidity; temperature and relative humidity inside the structure; surface temperature and heat flux. The room air temperature and relative air humidity were measured using a digital sensor, [28,29]. The weather station measured wind direction, wind speed, air pressure, air temperature and relative humidity, collisions, and also monitored global irradiation with Pyranometer, as shown in Figure 1.…”
Section: Measurement Experimental Test Setupmentioning
confidence: 99%
“…Table 1. Structure of the investigated perimeter wall (from the inside, the layers are in the direction of the heat flow) [28,29].…”
Section: Measurement Experimental Test Setupmentioning
The envelope structures of buildings are exposed to heat-humidity conditions. The heat and humidity flow through these structures depends on the boundary conditions of the indoor and outdoor environments. This paper shows different initial conditions for the determination of temperature spread. The aim is to bring certain results of temperature calculated considering the initial conditions. When temperature changes, heat flow also rapidly changes. In certain specific cases, it is necessary to consider the initial conditions of temperature—for example; when transient energy simulations of real buildings are carried out. The reasons as to why it is necessary to consider the initial conditions, are shown in the examples of one-layer assemblies. The test walls exposed to the transient hygrothermal conditions are placed in the outdoor test cell. The cell has a stable temperature and relative humidity, and outdoor weather conditions change. The measured data on these walls and the calculated values of the temperatures in the wall structure, according to the different initial conditions, are compared. The average difference of the mean by the simulation and the measured values is significant. For a simulation time of about five days, the initial condition for calculating the temperature in the center of the masonry is necessary.
“…The main source of the processes taking places in the atmosphere as sunlight, so the effect of solar radiation on the air velocity in a ventilated air layer unquestionable [7]. The system of ventilated facades is based on venting the air gap with the thickness ranging from 20 to 50 mm located between thermal insulation and facade itself [2].…”
Section: Air Flow In Ventilated Isolating Air Layer Of the Double-clamentioning
The paper deals with problems of impact of air flow in ventilated insulating air layer of the external wall on behaviour of thermal-technical parameters of the proposed external structure (according principles of STN 73 0549, which is not valid now), by comparing them in the calculation according to the valid STN standards, where air flow in the ventilated air layer is not taken into account, as well as by comparing them with behavior of thermal-technical parameters in the proposal of sandwich external wall with the contact heat insulation system without air cavity.
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