Polystyrene Waste in Panels for Thermal Retroﬁtting of Historical Buildings: Experimental Study

: The following article presents comprehensive research results for the insulation material based on polystyrene wastes. The presented product has the form of plates to be applied for thermal insulation of external envelopes from the inside. The laboratory tests were focused on the determination of basic technical parameters for this type of materials, i.e., thermal conductivity coefﬁcient, diffusion resistance coefﬁcient, reaction to ﬁre, material sorption, and strength characteristics. For the recycling material, the obtained thermal conductivity value was 0.055 [W/mK]. The diffusion resistance coefﬁcient was 5 [–], and therefore, this component has been qualiﬁed to a group of solutions that allow for interstitial condensation in the envelope. For the developed product, in situ tests were carried out on the actual wall system in a historical building. Based on the research, temperature and humidity proﬁles were obtained in the selected planes of the envelope. The performance of this material in real conditions was observed in relation to the reference product, i.e., lightweight cellular concrete (commonly used as thermal insulation from the inside). For the conducted in situ research, statistical inference was applied, which included the veriﬁcation of the hypothesis-recycling panels in wall systems follow a trend of changes similar to that of slabs made of lightweight cellular concrete (a group of materials that allows for interstitial condensation). The proposed method of using secondary raw materials in insulation products allows us to obtain a product with high technical parameters that do not differ in quality from new components.


Introduction
The care and protection of the environment as well as the improvement of life quality enforces the application of a suitable waste management policy. It mainly involves the recovery of raw materials through recycling and the disposal of wastes that cannot be reused. The greatest potential for the utilization of wastes is offered by the construction sector of the economy [1][2][3].
Buildings or building objects must be designed, constructed, and dismantled in the way of ensuring the reuse or recycling of the recovered materials and the application of environmentally friendly raw materials or secondary materials [4][5][6][7][8][9].
The assessment involving the impact of a given product (in terms of materials used) on the environment has been the subject of many research studies [2,3,10,11].
The recovery of raw materials is also enforced in the Directive on Waste [11], which "encourages the re-use of construction materials and products." In the directive, the Commission has undertaken to set significant targets for recycling construction and demolition waste by 2024. Until 2020, the assumption was to reach a 70% recycling target for this category.
The main aim of the study is to propose the use of polystyrene waste as a basic ingredient for the production of internal insulation panels.
Envelope insulation from the inside is a necessity in the case of historical buildings where the traditional External Thermal Insulation Composite Systems (ETICS) method Table 1. Selected thermal insulations from the inside; materials and components [26][27][28][29][30].  Taking into account the used raw material, production method, and assembly technology, the materials can be classified as solutions to the following [31]:

1.
Insulation from the inside preventing the development of condensation with the application of thermal insulation material, so that the value of the diffusively equivalent air layer thickness S d of the thermal insulation and/or the applied vapor barrier exceeds 1500 m.

2.
Insulation from the inside minimizing the development of interstitial condensation with the use of diffusion resistance materials, for which the total, diffusively equivalent air layer thickness S d is contained between 0.5 and 1500 m.

3.
Insulation from the inside allowing the condensation to develop, on condition that justification or proof is provided that the condensate formed during the unfavorable period evaporates during the calculation year.
The present insulating panel, due to its hygrothermal properties, is classified as the third group (3). However, the use of raw materials in this type of solution is not common.
The search for new insulation solutions is of key importance due to the requirements of the Energy Efficiency Directive [32], which puts homeowners and developers under an obligation to improve the energy quality of buildings, including historical buildings.
It is estimated that the action provoked by the introduction of directives will contribute to the reduction of energy needs for heating and cooling by 8% in 2020, 12% in 2030, and 17% in 2050 [32,33].
The author, in line with the current of ecological and energy activities [32,33], presents a new product for thermal insulation in the form of recycling panels.
The article presents the possibility of using polystyrene waste in the production of insulation panels for thermal insulation of historic buildings. Thus, the study covers the following issues: • presentation of the production method and material composition; • laboratory tests including the determination of the basic characteristics of this type of insulation materials; • in situ tests carried out in a building that has undergone thermal modernizationthermal insulation of external envelopes from the inside; in situ tests were carried out with reference to the material commonly used in these solutions, i.e., lightweight concrete (description of the solution in wpc.); the purpose of in situ research was to confirm the effectiveness of the new component; • thermovision analysis conducted in a building that has undergone thermal modernizationas a control test.

Recycling Panels
The panels are primarily dedicated to thermal insulation from the inside, but they can also be used as insulation of diaphragm walls, insulation of voids in walls, and insulation of ceilings ( Figure 1).
The panels are made on the basis of polystyrene regranulate with the granule diameter of 2 ÷ 6 mm. CEM I 42.5R Portland cement was used as a binder. Additionally, micro-reinforcement in the form of PP (polypropylene fibers) shavings and air-entraining admixture as well as hydrated lime were added to the mixture. The exact composition of the mixture is protected by a confidentiality clause.
This innovative solution relies upon: • the use of polystyrene waste, which increases thermal insulation of the panels; • the use of microfibers that increase resistance to mechanical damage and cracks related to the process of assembly, transport, storage, or conditions of use ( Figure 1); • production technology enabling board formation of various shapes and dimensions so that the boards are "tailored" to the needs of property developers and builders.

Structure of the Tested Component
The microscopic observations show the presence of three main components that make up the material under consideration (Figures 2-4). We can distinguish: (1) polystyrene grains/fragments and (2) organic fibers-playing the role of micro-reinforcement, embedded in (3) a fine-grained matrix/bound binder. Moreover, the material has distinct voids, empty spaces (pores) (4). In terms of chemical composition, carbon, oxygen, and calcium were identified as the main components; silicon and aluminum as accompanying components; and iron, sulfur, potassium, and magnesium as trace components. The mapping of the distribution of elements indicated the presence of carbon mainly in polystyrene grains and in fibers. The remaining elements accumulate in the fine-grained matrix of the product-the binder that holds the composite together, and they have relatively uniform distribution.

Structure of the Tested Component
The microscopic observations show the presence of three main components that make up the material under consideration (Figures 2-4). We can distinguish: (1) polystyrene grains/fragments and (2) organic fibers-playing the role of micro-reinforcement, embedded in (3) a fine-grained matrix/bound binder. Moreover, the material has distinct voids, empty spaces (pores) (4). In terms of chemical composition, carbon, oxygen, and calcium were identified as the main components; silicon and aluminum as accompanying components; and iron, sulfur, potassium, and magnesium as trace components. The mapping of the distribution of elements indicated the presence of carbon mainly in polystyrene grains and in fibers. The remaining elements accumulate in the fine-grained matrix of the product-the binder that holds the composite together, and they have relatively uniform distribution.
With regard to polystyrene grains, the tested material contains grains with a size of several millimeters. When inspecting these fragments at higher magnification, the characteristic "folded" surface of polystyrene grains was found (Figure 4a), on which, locally, the presence of fine-grained forms coming from the binder was identified. As to the chemical aspect, the presence of carbon dominates. The observations of fibers indicate that they have a relatively smooth, uniform surface. The thickness of the fibers is about 0.15 mm. The presence of carbon in the EDS analysis indicates the organic nature of the fibers. With regard to the binder, at the places of fracture/cross-section of the sample through that part, it is observed as jagged, bushy fine-grained forms (Figure 4c). At the contact places with polystyrene fragments (after their removal at the stage of sample preparation), a relatively smooth, compact surface is observed. In those parts of the material, the presence of such elements as O, Ca, and Si is identified. In all the above cases, fine grain size is observed, rene grains/fragments and (2) organic fibers-playing the role of micro-reinforcement, embedded in (3) a fine-grained matrix/bound binder. Moreover, the material has distinct voids, empty spaces (pores) (4). In terms of chemical composition, carbon, oxygen, and calcium were identified as the main components; silicon and aluminum as accompanying components; and iron, sulfur, potassium, and magnesium as trace components. The mapping of the distribution of elements indicated the presence of carbon mainly in polystyrene grains and in fibers. The remaining elements accumulate in the fine-grained matrix of the product-the binder that holds the composite together, and they have relatively uniform distribution.       With regard to polystyrene grains, the tested material contains grains with a size of several millimeters. When inspecting these fragments at higher magnification, the characteristic "folded" surface of polystyrene grains was found (Figure 4a), on which, locally, the presence of fine-grained forms coming from the binder was identified. As to the chemical aspect, the presence of carbon dominates. The observations of fibers indicate that they have a relatively smooth, uniform surface. The thickness of the fibers is about 0.15 mm. The presence of carbon in the EDS analysis indicates the organic nature of the fibers. With regard to the binder, at the places of fracture/cross-section of the sample through that part, it is observed as jagged, bushy fine-grained forms (Figure 4c). At the contact places with polystyrene fragments (after their removal at the stage of sample preparation), a relatively smooth, compact surface is observed. In those parts of the material, the presence of such elements as O, Ca, and Si is identified. In all the above cases, fine grain size is observed, coming from the binder and developing presumably at the stage of sample preparation for the observation.

Laboratory Tests
The material was tested to measure the required parameters for lightweight concretes in compliance with the European Assessment Document (EAD): 040012-00-1201040012-00-1201).
Their own research [34] comprised the following physical features of the plate material [35][36][37][38][39] (Figures 5 and 6): • thermal conductivity coefficient (hot wire method and in a plate apparatus), long term water absorption by immersion, • initial rate of water absorption, • water absorption, and • reaction to fire.
The research was carried out in accordance with the principles specified in the standards for the determination of individual quantities [35][36][37][38][39] (e.g., vapor permeability), or the assessment of their performance under specific conditions, e.g., sorption.
On the basis of the conducted tests, a batch of readymade plates was fabricated for further testing, being a final test of the finished system-a plate with internal plaster. Two types of internal plasters were used in the samples: perlite plaster and plaster based on Triassic material adapted to historic buildings for walls with raised mortar humidity.

Laboratory Tests
The material was tested to measure the required parameters for lightweight concretes in compliance with the European Assessment Document (EAD): 040012-00-1201040012-00-1201).
Their own research [34] comprised the following physical features of the plate material [35][36][37][38][39] (Figures 5 and 6): • thermal conductivity coefficient (hot wire method and in a plate apparatus), long term water absorption by immersion, • initial rate of water absorption, • water absorption, and • reaction to fire.
The research was carried out in accordance with the principles specified in the standards for the determination of individual quantities [35][36][37][38][39] (e.g., vapor permeability), or the assessment of their performance under specific conditions, e.g., sorption.
On the basis of the conducted tests, a batch of readymade plates was fabricated for further testing, being a final test of the finished system-a plate with internal plaster. Two types of internal plasters were used in the samples: perlite plaster and plaster based on Triassic material adapted to historic buildings for walls with raised mortar humidity.

In Situ Tests
The main research stand was set up in a single-family building erected in 1928, located in Upper Silesia, Poland. Information about the building, i.e., its technical condition, material, and construction solutions, was obtained based on a site visit and archival documentation. The building is made in traditional technology. The external walls of the building are made of solid brick on cement-lime mortar. The walls of the ground floor are 38 cm thick and those of the first floor are 25 cm thick. The walls are covered by newly made double-sided cement-lime plaster and the building has wooden beam ceilings. New PVC window joinery was applied inside as well as traditional heating of the building-a coal stove. Selected utility rooms (living room, study) on the ground floor were insulated from the inside with 10 cm-thick insulation material. The selection of the thickness of the insulation was dictated by technical considerations, as well as by the recommendations given in the

In Situ Tests
The  The construction of the stand was preceded by comprehensive hygrothermal diagnostics of the wall, which was used in further hygrothermal analyses. With the consent of the building owner, samples of the material were collected for mass moisture measurement (using a moisture analyzer) and for the determination of brick porosity (using mercury porosimetry). The results of these tests will be used in numerical analyses of the The construction of the stand was preceded by comprehensive hygrothermal diagnostics of the wall, which was used in further hygrothermal analyses. With the consent of the building owner, samples of the material were collected for mass moisture measurement (using a moisture analyzer) and for the determination of brick porosity (using mercury porosimetry). The results of these tests will be used in numerical analyses of the tested wall systems (the study does not cover this type of analyses). In addition, a control measurement of thermal transmittance coefficient was performed using a measuring set gSKIN ® KIT-2615C (rys. 17,18).
All the panels were glued across the entire surface to the wall. In each case, a system mortar was used. In selected places of the envelope, a system of temperature (Pt100) sensors and relative air humidity (HIH 4000) sensors connected to APAR AR 207 type recorders was used. The places of sensor installation are presented in the diagram (Figure 8).
In the building, insulation material in the form of lightweight cellular concrete slabs was used to insulate a part of the wall-the reference material. It is a product commonly used for internal insulation. Due to its technical features (thermal conductivity, diffusion resistance, etc.), it is a material similar to the recycling plates in question and belongs to the group of solutions ensuring free transport of water vapor (group 3). In the building, insulation material in the form of lightweight cellular concrete slabs was used to insulate a part of the wall-the reference material. It is a product commonly used for internal insulation. Due to its technical features (thermal conductivity, diffusion resistance, etc.), it is a material similar to the recycling plates in question and belongs to the group of solutions ensuring free transport of water vapor (group 3).
In the work, it was marked with the symbol W_2, (W_1-recycling panels). The features of the W_2 material are given in Table 2. The objective of the research was to determine the profiles of temperature and humidity changes in selected planes of the envelope. The intention of the author was to compare the behavior of two different material solutions in real conditions and to determine In the work, it was marked with the symbol W_2, (W_1-recycling panels). The features of the W_2 material are given in Table 2. The objective of the research was to determine the profiles of temperature and humidity changes in selected planes of the envelope. The intention of the author was to compare the behavior of two different material solutions in real conditions and to determine the correctness of the solution with recycling panels. The solution with lightweight cellular concrete slabs was a benchmark for the comparative analysis.

Laboratory Results
The basic technical characteristics of the material, shown in the table, were determined on the basis of laboratory tests.
A statistical analysis of the obtained results was carried out for the conducted research. The error was determined by the maximum uncertainty method. The selected test results are presented below in Table 3.

In Situ Test Results
The in situ tests for the analyzed wall systems were carried out with breaks from 2014 to the present day. The measuring step was 1 h.

In Situ Test Results
The in situ tests for the analyzed wall systems were carried out with breaks from 2014 to the present day. The measuring step was 1 h.  When observing the changes of temperature in the contact layer, we can see that it is strongly influenced by the external environment-high summer temperatures reaching 30 °C (with an average air temperature of 22 °C), and low temperatures in winter, falling to 4 °C (with an average air temperature of 1.2 °C). In combination with high humidity at that time, this situation may not only lead to condensation of water vapor and freezing of the envelope, but also to the degradation of the wall system. The difference in temperature distributions (for average values) for variants W_1 and W_2 ranges from 0.3 °C to 1.7 °C.

Measurement period [h]
Contact layer -recycling panels Contact layer -light concrete When observing the changes of temperature in the contact layer, we can see that it is strongly influenced by the external environment-high summer temperatures reaching 30 • C (with an average air temperature of 22 • C), and low temperatures in winter, falling to 4 • C (with an average air temperature of 1.2 • C). In combination with high humidity at that time, this situation may not only lead to condensation of water vapor and freezing of the envelope, but also to the degradation of the wall system. The difference in temperature distributions (for average values) for variants W_1 and W_2 ranges from 0.3 • C to 1.7 • C.
The course of changes in relative humidity demonstrates that it rises considerably in the winter season at the contact point between the insulating material and the brick wall. For the thermal insulation variant based on recycling panels (W_1), the value of humidity is above 80%. The difference in the profiles of humidity changes in time ranges from 1% to 16% (for average values) in favor of the W_1 variant (lower value of relative humidity at the contact place between the brick wall and the recycling material). The course of changes in relative humidity demonstrates that it rises considerably in the winter season at the contact point between the insulating material and the brick wall. For the thermal insulation variant based on recycling panels (W_1), the value of humidity is above 80%. The difference in the profiles of humidity changes in time ranges from 1% to 16% (for average values) in favor of the W_1 variant (lower value of relative humidity at the contact place between the brick wall and the recycling material). A high value of relative humidity in the ceiling space at the front of the wooden beam, which reaches 85%, can be considered disturbing. During this time period, the temperature ranges from 5 °C upwards. Such conditions can provoke the growth of mold and progressive biological corrosion. This problem is discussed in more detail in [20].
For the analyzed variants of thermal insulation (W_1/W_2), statistical tests with equal means were performed. It was assumed that the average profile of temperature changes in the contact layer is the same for both thermal insulation variants (Figures 12-15). The assessment of the correctness of the adopted hypothesis was based on the value of p (the so-called test probability). When it was lower than the accepted significance level of the test α (α = 0.05), the hypothesis was rejected.
Based on the obtained value of p = 0.00 with the adopted confidence level of 0.05, we can make a decision to reject the tested hypothesis (Tables 4 and 5)

Relative humidity [%]
RH_ceiling space T_ceiling space Figure 10. Profile of relative humidity changes in the contact layer.
A high value of relative humidity in the ceiling space at the front of the wooden beam, which reaches 85%, can be considered disturbing. During this time period, the temperature ranges from 5 • C upwards. Such conditions can provoke the growth of mold and progressive biological corrosion. This problem is discussed in more detail in [20]. The course of changes in relative humidity demonstrates that it rises considerably in the winter season at the contact point between the insulating material and the brick wall. For the thermal insulation variant based on recycling panels (W_1), the value of humidity is above 80%. The difference in the profiles of humidity changes in time ranges from 1% to 16% (for average values) in favor of the W_1 variant (lower value of relative humidity at the contact place between the brick wall and the recycling material). A high value of relative humidity in the ceiling space at the front of the wooden beam, which reaches 85%, can be considered disturbing. During this time period, the temperature ranges from 5 °C upwards. Such conditions can provoke the growth of mold and progressive biological corrosion. This problem is discussed in more detail in [20].
For the analyzed variants of thermal insulation (W_1/W_2), statistical tests with equal means were performed. It was assumed that the average profile of temperature changes in the contact layer is the same for both thermal insulation variants (Figures 12-15). The assessment of the correctness of the adopted hypothesis was based on the value of p (the so-called test probability). When it was lower than the accepted significance level of the test α (α = 0.05), the hypothesis was rejected.
Based on the obtained value of p = 0.00 with the adopted confidence level of 0.05, we can make a decision to reject the tested hypothesis (Tables 4 and 5)

Relative humidity [%]
RH_ceiling space T_ceiling space Figure 11. Changes of temperature and humidity in the ceiling space.
For the analyzed variants of thermal insulation (W_1/W_2), statistical tests with equal means were performed. It was assumed that the average profile of temperature changes in the contact layer is the same for both thermal insulation variants (Figures 12-15). The assessment of the correctness of the adopted hypothesis was based on the value of p (the so-called test probability). When it was lower than the accepted significance level of the test α (α = 0.05), the hypothesis was rejected.
Based on the obtained value of p = 0.00 with the adopted confidence level of 0.05, we can make a decision to reject the tested hypothesis (Tables 4 and 5)             In the next phase, the relationship between the analyzed distributions for two different thermal insulation variants was determined ( Figure 16). For this purpose, the Pear-son′s linear correlation coefficient was used. For the linear relationship between the temperature distribution profiles for variants W_1 and W_2, the correlation coefficient is r = 0.9996. Both distributions are characterized by high proportion of mutual variability, and it amounts to r 2 (coefficient of determination) = 0.9992.
We can state that the tendency involving the behavior of two differently insulated wall systems in terms of temperature changes is the same.
When comparing the changes in humidity in the contact plane for the analyzed variants, there is no compliance in the trend of changes. It is caused by different properties of materials in terms of sorption and water absorption. Both insulators are characterized by a similar value of diffusion resistance coefficient (compare Tables 2 and 3). However, this feature is insufficient to maintain similarity in the process of mass transport, and consequently, in the drying process of the envelope.   In the next phase, the relationship between the analyzed distributions for two different thermal insulation variants was determined ( Figure 16). For this purpose, the Pear-son′s linear correlation coefficient was used. For the linear relationship between the temperature distribution profiles for variants W_1 and W_2, the correlation coefficient is r = 0.9996. Both distributions are characterized by high proportion of mutual variability, and it amounts to r 2 (coefficient of determination) = 0.9992.
We can state that the tendency involving the behavior of two differently insulated wall systems in terms of temperature changes is the same.
When comparing the changes in humidity in the contact plane for the analyzed variants, there is no compliance in the trend of changes. It is caused by different properties of materials in terms of sorption and water absorption. Both insulators are characterized by a similar value of diffusion resistance coefficient (compare Tables 2 and 3). However, this feature is insufficient to maintain similarity in the process of mass transport, and consequently, in the drying process of the envelope. In the next phase, the relationship between the analyzed distributions for two different thermal insulation variants was determined ( Figure 16). For this purpose, the Pearson s linear correlation coefficient was used. For the linear relationship between the temperature distribution profiles for variants W_1 and W_2, the correlation coefficient is r = 0.9996. Both distributions are characterized by high proportion of mutual variability, and it amounts to r 2 (coefficient of determination) = 0.9992.
We can state that the tendency involving the behavior of two differently insulated wall systems in terms of temperature changes is the same.
When comparing the changes in humidity in the contact plane for the analyzed variants, there is no compliance in the trend of changes. It is caused by different properties of materials in terms of sorption and water absorption. Both insulators are characterized by a similar value of diffusion resistance coefficient (compare Tables 2 and 3). However, this feature is insufficient to maintain similarity in the process of mass transport, and consequently, in the drying process of the envelope. It should be noted that the applied recycling panels (W_1) were characterized by a worse thermal conductivity coefficient than the lightweight cellular concrete panels (W_2). Moreover, the entire insulated wall was characterized by a higher thermal transmittance coefficient U [W/m 2 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231  It should be noted that the applied recycling panels (W_1) were characterized by a worse thermal conductivity coefficient than the lightweight cellular concrete panels (W_2). Moreover, the entire insulated wall was characterized by a higher thermal transmittance coefficient U [W/m 2   It should be noted that the applied recycling panels (W_1) were characterized by a worse thermal conductivity coefficient than the lightweight cellular concrete panels (W_2). Moreover, the entire insulated wall was characterized by a higher thermal transmittance coefficient U [W/m 2 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231  It should be noted that the applied recycling panels (W_1) were characterized by a worse thermal conductivity coefficient than the lightweight cellular concrete panels (W_2). Moreover, the entire insulated wall was characterized by a higher thermal transmittance coefficient U [W/m 2 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231 1  42  83  124  165  206  247  288  329  370  411  452  493  534  575  616  657  698  739  780  821  862  903  944  985  1026  1067  1108  1149  1190  1231   19 and 20 present the results of thermal imaging examinations. They were made using a Flir E8 infrared camera with the accuracy of 0.06 • C. The tests had illustrative characters. On their basis, slight differences in temperature field on the surface of the two analyzed wall systems were found. For the wall insulated with the recycling material, the temperature on the wall surface in the analyzed field was lower, within the range from 0.5 • C to 0.8 • C (Figures 19 and 20). Figures 19 and 20 present the results of thermal imaging examinations. They were made using a Flir E8 infrared camera with the accuracy of 0.06 °C. The tests had illustrative characters. On their basis, slight differences in temperature field on the surface of the two analyzed wall systems were found. For the wall insulated with the recycling material, the temperature on the wall surface in the analyzed field was lower, within the range from 0.5 °C to 0.8 °C (Figures 19 and 20).

Conclusions
The thermal insulation system based on recycling panels meets the assumptions involving the performance of this type of materials for group 3 (point 1). In the winter season, a rise in water content is observed, but in the summer season, the water dries out. Moreover, for the entire observed period, no increase in water content exceeding 30% of saturation ([23] WTA) was observed (i.e., 30% of the maximum water content wmax).
For its fabrication, only one mechanical device is needed-a mixer that can ensure proper mixing of particular components and a weighing machine for proper dosing of the ingredients. Molds for the production of plates are reusable, and the production process does not generate any wastes in solid or liquid form. The costs of the entire technological Figures 19 and 20 present the results of thermal imaging examinations. They were made using a Flir E8 infrared camera with the accuracy of 0.06 °C. The tests had illustrative characters. On their basis, slight differences in temperature field on the surface of the two analyzed wall systems were found. For the wall insulated with the recycling material, the temperature on the wall surface in the analyzed field was lower, within the range from 0.5 °C to 0.8 °C (Figures 19 and 20).

Conclusions
The thermal insulation system based on recycling panels meets the assumptions involving the performance of this type of materials for group 3 (point 1). In the winter season, a rise in water content is observed, but in the summer season, the water dries out. Moreover, for the entire observed period, no increase in water content exceeding 30% of saturation ([23] WTA) was observed (i.e., 30% of the maximum water content wmax).
For its fabrication, only one mechanical device is needed-a mixer that can ensure proper mixing of particular components and a weighing machine for proper dosing of the ingredients. Molds for the production of plates are reusable, and the production process does not generate any wastes in solid or liquid form. The costs of the entire technological

Conclusions
The thermal insulation system based on recycling panels meets the assumptions involving the performance of this type of materials for group 3 (point 1). In the winter season, a rise in water content is observed, but in the summer season, the water dries out. Moreover, for the entire observed period, no increase in water content exceeding 30% of saturation ([23] WTA) was observed (i.e., 30% of the maximum water content w max ).
For its fabrication, only one mechanical device is needed-a mixer that can ensure proper mixing of particular components and a weighing machine for proper dosing of the ingredients. Molds for the production of plates are reusable, and the production process does not generate any wastes in solid or liquid form. The costs of the entire technological process and, hence, those of the entire internal insulation system are much lower as compared to traditional materials, and according to preliminary estimates, the costs are by about 50% lower than the cost of lightweight concrete blocks.
The material is easy to transport and to mount; it does not crumble, and it is easy to transport, to shape, and to glue directly in the apartment. It also has high resistance to the development of mold or fungi due to proper pH > 11. When applied merely on the envelopes, on a small insulation area in this system, the plates yield positive results as to the expected performance in the particular layers of the envelope in terms of humidity increment.
On the basis of in situ studies, it was found that the tendency of hygrothermal changes for both variants (W_1-recycling panels, W_2-reference material) is similar to each otheras both envelopes dry out, their thermal insulation increases. Quantitative discrepancies in the description (Figures 17 and 18) result from the differences in the values of thermal conductivity, which is worse for recycling material (λ-0.55 [W/mK]. However, a lower increase of water is observed for recycling panels. It is important because for lightweight concretes, the increase in water content might lower thermal parameters and deteriorate insulation properties of the envelope.
The presented idea of the recycling component is reflecting the pursuit of the building construction sector to implement the principles of sustainable development within the framework of sustainable building construction.
The management of polystyrene waste seems necessary because of difficult recycling process of this material due to the presence of HBCD (Hexabromocyclododecane)-an additive that reduces the flammability of insulation panels. The use of HBCD as a flame retardant in EPS and XPS accounts for over 95% of its applications [40][41][42][43]. In Europe, the use of HBCD in isolation began in the 1980s. Therefore, the amount of HBCD-containing waste is expected to increase after 2025, which will be related to the renovation of their facades and other elements [43]. Although it is being removed from new panels, the past application in combination with other current applications creates a toxic reservoir of HBCD that can be released into the environment and harm human health.
The author focused in the work [44][45][46][47] mainly on developing such a material and a technological solution of internal insulations that would reconcile the needs of residents and eliminate adverse phenomena, such as biological corrosion or the condensation of water vapor in the envelope.
The applicability potential of various waste materials for the fabrication of building materials is contributing to better energy savings and to the protection of natural resources. It also encourages researchers to undertake further studies on the subject.
The author demonstrated in a simple way how to make use of a waste material that has a rather slim applicability potential. It should be emphasized that waste materials that are difficult to dispose of (high environmental burden) should be fully reused.
The subject involving the application of recycling materials presented in this paper is a part of a larger research cycle carried out by the author. It involves the use of waste materials and their further reapplication in the production of insulation products.