1. Introduction
Stone materials in buildings and monuments exposed to environmental agents undergo weathering because of many factors [
1]. Water mainly contributes to the deterioration through physical, chemical and biological aging processes. Conservation strategies, designed to minimize the contact between water and stone, are adopted to avoid, or at least reduce, the weathering effects. To this aim, several types of polymers able to render hydrophobic the treated surfaces have been tested and commercialized. Acrylic, fluorinated and/or silicon-based products are typically employed as protective coatings for stone surfaces [
2,
3,
4,
5,
6,
7,
8,
9,
10,
11]. New materials/procedures are constantly designed to optimize products’ formulation and treatment conditions [
12,
13,
14]. More recently, hybrid nanocomposites based on inorganic nano-particles added to organic matrices have been proposed for the treatment of stone materials [
15,
16]. Promising and innovative properties have been demonstrated by these new protective products for stone and wood.
In the last few years, the application of materials providing anti-graffiti protection along with hydrophobic properties has been strongly encouraged to reduce maintenance costs and minimize restoration interventions. For such applications, coatings exhibiting simultaneously hydrophobic and oleophobic properties must be manufactured [
17,
18,
19,
20,
21] to prevent or limit the penetration of stain into the pores of the stone. Such materials have been successfully realized with long hydrocarbon side chains or with fluorinated components, the latter providing the oleophobic properties [
22]. Other effective strategies have consisted of adding nano-particles in fluorinated polymers [
23,
24]. Although the importance of coatings for stone able to repel not only water but also other substances is recognized, in the current literature emphasis is placed on the protective behavior against water, while the surface oleophobicity is far less investigated.
Within this framework, a wide experimental study on three products suitable for superficial protection of stone materials has been undertaken. This research originated from a scientific collaboration running between the University of Salento and CNR–IBAM, both having well-grounded expertise in the previously mentioned topics and fields of application [
25,
26,
27,
28,
29,
30], in cooperation with Kimia, a well-reputed Italian company, for the production of protective coatings for stone.
An experimental formulation and two commercial products, specifically selected for comparison purposes, have been applied on two calcareous stone materials with different porosity features (compact and porous types). The commercial products are suggested for both water and anti-graffiti protection. The new nano-filled system should be suitable for the same purposes. The experimental product is based on fluorine resin containing SiO
2 nano-particles and has been prepared taking into account a successful formulation for hydrophobic/oleophobic coatings [
24].
In this study, the rheological characterization of the liquid formulations was firstly performed to assess the suitability of the chosen application method, that is, by brush. Then, following the principle of minimum intervention, the optimal amount of product to be applied on the two stone materials was evaluated. The compatibility of the coatings with the stone materials was evaluated in terms of variation in color parameters and water vapor permeability. Then, the hydrophobic properties of the treated surfaces were investigated by water–stone static contact angle and capillary water absorption. Finally, oleophobicity was assessed by contact angle measurements using oil as wetting liquid.
2. Materials and Methods
2.1. Protective Products
An experimental formulation and, for comparison purposes, two commercial products were investigated.
The experimental product, here indicated as nanoF (Kimia S.p.A., Perugia, Italy), is a water-based fluorine resin containing 10 wt % of SiO2 nano-particles 40–50 nm in dimension (data provided by Kimia S.p.A.).
In order to compare this new formulation with systems already on the market, two commercial products were selected. A first commercial product, F (Fluoline PE, C.T.S. S.r.l., Altavilla Vicentina, Vicenza, Italy), is an aqueous dispersion of fluoropolyethers (10 wt %). This material was selected because it is chemically comparable with the experimental formulation (both are fluorine-based). No information on the exact amount of product to apply is given on the technical sheet; however, it is reported that a coverage of 20 m2·L−1 of product, that is, approximately 0.05 kg m−2, is guaranteed for low porous substrates. The second commercial system, SW (Kimistone DEFENDER, Kimia S.p.A., Perugia, Italy), consists of a mixture of organic silicon compounds and microcrystalline waxes in water solution. This product was chosen since belongs to a family of products, i.e., silicon-based protectives, widely used in the field of stone conservation. Quantities ranging from 0.1 to 0.3 L·m−2, depending on the porosity of the substrate, are suggested for an application on clean and dry stone surfaces.
According to the technical sheets, both F and SW are able to provide a reversible and hydrophobic coating on the treated surfaces, with dirt-repellent and anti-graffiti properties.
Details about the protective systems are listed in
Table 1. Due to commercial restrictions, additional information on the chemical composition of these products is not available. The visual aspect of the three products is shown in
Figure 1.
2.2. Stone Specimens
The three protective products were tested on two natural calcareous stone materials having different porosity features. A highly porous calcarenite (PS), named ‘‘Lecce stone’’, and a compact limestone (CS), known as “Trani stone”, were selected. The principal constituent of ‘‘Lecce stone’’ is calcite (93%–97% [
31]); very small quantities of clay, phosphates [
32] and other non-carbonate minerals are also detected in this material [
33]. Widely employed as a building material in the southeastern Italy, ‘‘Lecce stone’’ is typical of the Baroque architecture in this area. Due to its characteristics, “Lecce stone” can be considered as representative of porous materials used for historic and civil buildings in many countries of the Mediterranean basin, e.g., Globigerina limestone in Malta or Noto Stone in Sicily [
34]. “Trani stone” is a commercial name that includes a wide array of cream-colored limestones [
35] quarried in an area located north of Bari (Apulia region, Italy). Mainly composed of calcite (>95% [
36]), this material also contains clay minerals and iron oxides [
33]. “Trani stone” was employed in old and recent buildings, churches (such as the Cathedral of Trani) and monuments not only in southern Italy but also throughout the country [
37]. One of the most famous example of its use is the mediaeval castle Castel del Monte, built by the Emperor Frederick II, inscribed on the UNESCO world heritage list since 1996.
The specimens of PS and CS used in this study exhibited an open porosity of 42% and 2%, respectively, as analyzed by mercury-intrusion porosimetry.
Prismatic stone specimens, with dimensions of 5 × 5 × 1 cm
3, were cut by saw from quarry blocks. According to the UNI10921 standard protocol [
38], the samples were smoothed with abrasive paper (180-grit silicon carbide), cleaned with a soft brush and washed with deionized water in order to remove dust deposits. The stone specimens were completely dried in oven at 60 °C, until the dry weight was achieved, and stored in a desiccator with silica gel (relative humidity (R.H.) = 15%) at 23 ± 2 °C. Before the application of each product, the stone specimens were conditioned in equilibrium with the surrounding environment (24 h in the laboratory, at 23 ± 2 °C and 45 ± 5% R.H.).
2.3. Treatments
To choose the optimal quantity of nanoF product to apply on the two lithotypes, a preliminary experimental evaluation was carried out. Starting from the amount of F product proposed for the porous stone materials (i.e., 50 g m
−2), an equal quantity was applied on the CS samples. Taking into account the higher porosity of the PS samples, a triple amount (i.e., 150 g m
−2) was used on these specimens. On the other hand, also for the SW product, a triple quantity is suggested to treat porous stone materials in comparison to that employed for compact substrates. These starting amounts were applied also in duplicate and in quadruplicate on the different sample surfaces, each measuring 25 cm
2. The treatments performed in the preliminary evaluation are resumed in
Table 2.
As detailed in
Section 3.2, the results for optimal amounts of nanoF were 150 g m
−2 for PS and 50 g m
−2 for CS. Therefore, only these quantities were chosen to treat the set of samples for the complete assessment of the protective treatment. For comparison purposes, the recommended amounts of F and SW were applied on both PS and CS. The treatments were applied by brush on 3 specimens for each product to simulate the typical procedure of application in field conditions. Only one 5 × 5 cm
2 side of each specimen was treated.
The weight of the specimens was measured before and after each treatment to calculate the actual amount of product applied on the stone surfaces. After the application of the products, all the specimens were kept in the laboratory at 23 ± 2 °C and 45 ± 5% R.H. for 30 days, then they were dried in an oven at 40 °C until the weight stabilization was achieved; the stabilization was controlled by periodical measurements of weight.
During the preparation of the specimens, their subsequent treatments and relative tests, the environmental conditions were monitored by means of a thermo-hygrometer (Oregon Scientific, Mod. EMR812HGN), able to collect temperature data from –50 to 70 °C (with resolution of 0.1 °C) and relative humidity data in the range 2%–98% (with resolution of ± 1%). All weight measurements were registered using an analytical balance (Sartorius, Model BP 2215) with an accuracy of ± 0.1 mg.
2.4. Characterization Methods
2.4.1. Rheological Properties of the Protective Products
A rheological analysis was performed on the liquid formulations reported in
Table 1. To this aim, a strain-controlled rheometer (ARES, Rheometric Scientific, Piscataway, NJ, USA) was employed, using a plate and plate geometry (diameter of plates = 25 mm), performing the rheological tests in steady state mode under nitrogen atmosphere. The shear rate was varied from 0.1 to 100 s
−1 to assess any possible variation in viscosity as a consequence of the increase in the rate of application of the products. The test temperature was set at 23–25 °C, i.e., representative of a typical environmental temperature in a Mediterranean region. Three experiments were performed on each formulation; the results were then averaged.
2.4.2. Stone Characterization
Color and contact angle measurements, water vapor transmission test and tests of water absorption by capillary were performed to characterize the untreated stone specimens.
Color measurements [
39] were performed with a Konica Minolta spectrophotometer CM-700d (Konica Minolta Sensing, Singapore), using CIE Standard illuminant D65 and the target mask 8 mm in diameter. Ten measurements were performed on each specimen and the instrument was recalibrated to a white calibration cap at the start of each measurement session. The color coordinates were expressed in the CIE
L*
a*
b* color space (1976), where:
L* is the lightness/darkness coordinate, ranging from 0 (black) to 100 (white);
a* is the red/green coordinate, with positive values related to red while negative ones to green;
b* is the yellow/blue coordinate, with positive values related to yellow and negative to blue.
Water–stone static contact angle measurements were carried out on 30 different positions of the surface for each specimen, according to the European standard [
40]. A Costech apparatus was used to deposit micro-drops of deionized water on the stone surfaces. The shape of the drop was recorded with a camera and the related contact angle was calculated by means of the “anglometer 2.0” software (Costech). To assure the reproducibility of the test, the image of each drop was acquired 15 s after its deposition. For the untreated PS material, the water absorption was very high and rapid; as a consequence, the drops of water were suddenly absorbed inside the porous stone and the contact angle was not determinable.
The water vapor transport properties of untreated stone materials were evaluated at 20 °C by the vapor transmission test described in [
26]. Throughout the experiment, the containers with the samples were placed into desiccators with silica gel and stored in a climatic chamber (Mod. UY 600, ACS Angelantoni Climatic Systems, Massa Martana, Perugia, Italy) at 20 °C. Weight measurements were carried out every 24 h in order to determine the rate of vapor transport through the sample from the water (in the container, the R.H. was very close to 100%) to the controlled atmosphere of the desiccator (R.H. 15%, 1 atm). The cumulative mass decrease was plotted versus time and the water vapor flow rate (
G) was calculated as the slope of the curve.
The water vapor transmission rate (WVTR) was evaluated as the mass of water vapor passing through the surface unit in the unit time (24 h). This parameter is referred to as permeability in [
41]. The following equation was used:
where: ∆
M is the weight change in the steady state (g);
A is the area exposed to water vapor (m
2); and
t is the unit time (24 h). In our case, ∆
M was calculated as the average of five consequent values of the daily difference in weight and the exposed area was 0.001611 m
2.
The capillarity water absorption test was performed according to the procedure described in the European standard [
42]. The amount of absorbed water (
Q) was calculated as follows:
where:
wi and
w0 are the weight of the sample at time
ti and
t0, respectively;
A is the area exposed to water.
Qi values were plotted versus the square root of time to evaluate the water absorption.
2.4.3. Preliminary Evaluation of the Optimal Amount of Product for Each Treatment
In order to achieve the maximum preservation of the stone materials with the minimum intervention, the amount of each product yielding the lowest color variation along with the highest contact angle was identified. A similar screening was successful applied for treatments on Lecce stone in a previous study [
43].
After the application of the product, as described in
Section 2.3, color and water–stone static contact angle measurements were performed on the treated stone surfaces. These investigations were carried out on the same specimens previously examined without any protective treatment and the changes in color and in surface wettability were evaluated as differences in the same untreated areas.
The difference in color (Δ
E*
ab) before and after the coating application was calculated through the following formula:
where: the subscript “u” refers to the uncoated surfaces; the subscript “t” refers to the treated samples.
2.4.4. Assessment of Coatings’ Compatibility with the Substrates and Hydrophobic Properties
After the application of each protective treatment, color parameters, water–stone static contact angle, water vapor permeability and capillary water absorption were measured on the coated samples. The same procedures employed for the untreated specimens were adopted.
In addition, the reduction of the vapor permeability (RVP) was quantified as follows [
26,
44]:
where: ∆
Mu is the weight change in the steady state for the untreated sample; ∆
Mt is the same parameter calculated for the coated sample. The ∆
M used in the previous equation was the average of five consequent values of the daily difference in weight.
Aesthetic properties and water vapor permeability were used to assess the compatibility of each coating with the stone materials; contact angle and water absorption measurements allowed evaluating the hydrophobic properties in the presence of the different coatings.
2.4.5. Evaluation of the Oleophobicity
Following a procedure already proposed in other studies [
21,
24], static contact angles were determined using commercial olive oil (purchased from a local market) in order to test the coating oleophobicity. The used apparatus and procedure were the same described in
Section 2.4.2.
As in the measurements of water contact angles, the image of each drop was acquired 15 s after the deposition. In the untreated PS material, the drop of oil was slowly absorbed but disappeared within 15 s. Consequently, the oil contact angle was not determinable on these surfaces. Since the oil drops irretrievably stained the untreated specimens, these samples were not used for the treatments. Therefore, this test was not performed on the same areas before and after the application of the coatings.
The reported oil–stone contact angles are the averages of five measurements, carried out on different spots of each sample.
3. Results and Discussion
3.1. Rheological Properties of the Liquid Products
The measurement of the viscosity of a protective coating in liquid state (i.e., before its application) is particularly important from an applicative point of view. This parameter, in fact, allows assessing if the conventional techniques typically employed to apply the product on the substrate (in this case by brush) are suitable. In addition, the viscosity of the organic matrix should not be appreciably impaired by the presence of nano-particles.
In
Figure 2, the viscosity of the three liquid products under analysis, i.e., nanoF, F and SW, is reported as a function of the shear rate. It can be observed that all the liquid products display a pseudo-plastic behavior, being the viscosity of the experimental product, nanoF, comparable or slightly greater that those measured on both the commercial products, i.e., F and SW, at least in the shear rate range analyzed. The obtained results confirm that the new nano-filled product exhibits a viscosity still appropriate for the proposed purpose, as previously reported for different nano-filled protective products [
45]. The experimental formulation can be applied, therefore, by brush on stone substrates and its viscosity allows an appropriate penetration into the porous structure of the stone substrates, assuring a good grip on the surface requiring protection.
3.2. Determination of the Appropriate Amount of nanoF Product
Color differences and water–stone static contact angle values, determined on the untreated stone samples as well as after their treatments with nanoF product (as detailed in
Section 2.3), are reported in
Table 3.
In the case of PS samples, color changes increased as the applied quantity of nanoF increased, still remaining satisfactory. In fact, all the color variations measured on PS were lower than the values perceivable by a human eye (i.e., Δ
E*
ab = 3 [
46,
47,
48]).
As already explained above, the water–stone contact angle cannot be determined on untreated PS stone. Very high contact angle values (≥ 145°) were recorded on all the samples treated with nanoF product, irrespective of the applied amounts. In addition, an interesting phenomenon was observed for nanoF-2 and nanoF-4 samples. In the latter cases, more than 50% of the measurement points exhibited complete repellence of the micro-drops of water (
Figure 3).
Low color variations were measured on CS specimens after the application of the smallest amount of nanoF. Similar color changes were obtained using a doubled quantity of protective product; ΔE*ab values close to those visible by the naked eye were found further increasing the applied amount of nanoF.
Contact angles higher than 140° were measured on all the CS surfaces treated with nanoF product; no clear dependence on the applied amount was observed. Unlike the PS samples, total repellence of water drops was never observed.
According to the minimum intervention criteria, the lowest amounts of nanoF (i.e., 150 and 50 g m−2 for PS and CS, respectively) used in these preliminary tests were selected to complete the evaluation of the protective treatment. These quantities, in fact, proved suitable to obtain highly hydrophobic surfaces along with minimal color changes. Due to the high open porosity, a greater amount of product was necessary to achieve good performances in the porous stone.
3.3. Compatibility of the Coatings with the Stone Materials
3.3.1. Aesthetic Aspect
The variation in color parameters and the actual amount of each product applied on the stone substrates are listed in
Table 4. The related total color variations (expressed as Δ
E*
ab) are reported in
Figure 4.
The treatment of both stone substrates with nanoF product did not produce significant color changes. Very low variations for L* and a* and a small increase in b* were, in fact, recorded. A slightly higher ΔE*ab was measured for CS samples, although a lower quantity of product was applied.
Larger color variations were measured on PS samples treated with F product, even with amounts of product comparable to those used for the nanoF treatment. The SW product, applied in a double quantity, yielded similar results. In both these cases, the measured Δ
E*
ab were higher than 3, the value referred as perceivable by a human eye, but still below the threshold (Δ
E*
ab ≤ 5) judged tolerable in conservation interventions of built heritage [
46,
49,
50]. Actually, a weak yellowing of the treated PS surfaces was observed (
Figure 5), also supported by the increase in the
b* parameter (
Table 4).
The treatments with F and SW on the CS samples produced higher color changes in comparison to surfaces treated with nanoF formulation. However, these changes were not clearly visible to the naked eye (
Figure 6) and the Δ
E*
ab remained below 3 (
Figure 4).
3.3.2. Water Vapor Transport Properties
Along with the absence of appreciable color variations, changes in the water vapor transport properties of coated stone materials should be avoided. Reduction in permeability may cause water condensation inside the stone, which accumulation at the interface between the treated and untreated stone regions may activate the material’s decay [
26].
In
Figure 7, the mass changes measured during the vapor transmission test are plotted for all the treatments and the two stone substrates. For all the samples, linear trends were observed and the steady state was noticed 96 h after the beginning of the test.
The greatest reductions of the water vapor transport parameters were obtained for the stone specimens coated with SW product, confirmed by data reported in
Table 5. A more pronounced decrease was measured in the PS samples, where the highest amount of SW was applied. Although these results are close to those reported in the literature for many siloxane-based coatings applied to stone materials [
51,
52,
53], the permeability decrease, i.e., RVP, exceeded the acceptable threshold of 20% [
54].
A better performance was obtained by treating both stone supports with the fluoropolyethers-based formulation, i.e., F product. Here, just slight decreases in the water vapor transport parameters measured for the untreated stone samples were noticed.
Conversely, increases in permeability were obtained after the application of the nanoF product, irrespective to the porosity of the stone. Other researchers have highlighted the same phenomenon in stone samples [
55,
56] and in membranes [
57] treated or functionalized with highly hydrophobic thin coatings. An improvement of water vapor transport was noticed also when nano-particles have been added to a protective coating [
52]. In these studies, a lower condensation of water molecules on the hydrophobic pore walls was hypothesized in the treated samples. As a consequence, the diffusion of water vapor through hydrophobic pores was enhanced and permeability increased. This effect was not observed where the polymer layer onto the pore walls was thick enough to reduce the pore dimensions.
3.4. Hydrophobic Properties
3.4.1. Surface Wettability
The results of water–stone static contact angle measurements, reported in
Table 6, show that all the applied coatings lead to a significant reduction in the surface wettability. The character of the stone surfaces, in fact, changed from hydrophilic, before the treatment, to hydrophobic after the application of each coating, as witnessed by an appreciable increase in contact angle values. This effect was particularly evident in the case of PS substrate, for which the starting condition was the immediate and complete absorption of the water drop. After the treatments, the measured contact angles ranged between 119° and 142° for PS samples, and between 106° and 139° for CS surfaces. In agreement with other studies [
58,
59], the presence of the SiO
2 nano-particles further increased the hydrophobicity of the surface brought about by the application of a fluoropolyethers-based coating. The highest contact angles were, in fact, measured on the coating containing the nano-particles, with values of approximately 140°, irrespective of the stone substrate. The low standard deviation values found for all the treated samples accounted for a homogeneous distribution of the products on the sample surface.
3.4.2. Capillary Water Absorption
The curves of water absorption by capillarity for the samples before and after each treatment are reported in
Figure 8. As expected, different behaviors in water absorption were observed because of the different porosity features. However, it can be generally noticed that the water absorption was reduced by the presence of a coating in the early steps of the test, but the protective action was lost at longer contact times. Only the PS samples treated with the SW product exhibited a good behavior in terms of long-term water repellence. This result was explained in terms of the greater amount of this product applied on PS surfaces.
Generally speaking, a very low water absorption by capillarity is expected if a low wettability is obtained by the application of a water-repellent coating. In this case, the water uptake after the treatments was only partially, and for a limited contact time, reduced, in disagreement with the high contact angle values measured on the same coated specimens. Similar results were found by other researchers, especially using nano-filled polymeric coatings [
60,
61], and they were ascribed to different penetration of the products and interaction with the substrate [
62]. It is to point out that these two tests, i.e., contact angle measurements and capillary water absorption tests, are complementary and cannot provide the same information. The capillary absorption test evaluates the long-term water uptake, over the entire area of the specimen; the contact angle, on the other hand, measures the hydrophobicity at the interface between the droplet and the stone surface, at a very short contact time.
It must be underlined, in conclusion, that the capillary water absorption behavior of the experimental nanoF product applied to both stone surfaces is in some way comparable to the performance of commercial protective products.
3.5. Oleophobicity
The measurement of the static oil contact angle is a common simple method to assess the oil-repellence of a surface. Values greater than 70–80 degrees account for oleophobic surfaces [
23,
63].
Due to the low surface tension of the oil drops in comparison to that of the water (72 mN m
−1 for water [
21], 32 mN m
−1 for olive oil [
64]), lower oil contact angles were measured, summarized in
Table 7. The highest values were measured when nanoF coating was applied, irrespective to the kind of stone. The surfaces treated with the fluorinated product F were also oleophobic, being the oil contact angles above 90°. On the other hand, values of 56° were determined for the SW coating, on both PS and CS specimens. In this latter case, no fluorinated groups, generally able to provide oil-repellence in coatings [
65], are present in the SW product.
The result obtained from the oil–stone contact angle measurements allowed the new nanoP product to be considered suitable for anti-graffiti applications. Further studies are in progress to confirm the anti-stain feature supplied to stone materials by the experimental nano-filled coating.
4. Conclusions
In this study, an experimental formulation, based on fluorine resins and SiO2 nano-particles, was tested on two calcareous stone materials, with different porosity, widely employed in the Mediterranean region. The harmlessness of the treatments and their efficacy for protection against water ingress, as well as their potential anti-graffiti applications, were evaluated. A comparison with two commercial protective products was also done.
The rheological tests showed that the viscosity of the new nanoF product is suitable for application by brush and allows an appropriate penetration into the stone substrates. To achieve good and comparable performances, a triple dose of product was necessary for the treatment of the porous stone. Low color changes, below the ΔE*ab value of 3, referred as perceivable by a human eye, were measured after the application of the nanoF product on the stone surfaces. Conversely, the two commercial products caused more marked variations, in particular in the porous stone. These variations, in some cases, were visible to the naked eye, but still lower than the threshold judged tolerable in conservation interventions of built heritage. Water vapor transport properties declined in the samples treated with the commercial coating products. Unacceptable permeability reductions were calculated in the cases of specimens coated with SW product; negligible decreases were observed when F formulation was applied. Unexpected improvement in permeability was measured after the application of the experimental nanoF product, probably due to the high hydrophobicity of the pore walls inside the stone brought about by the application of the nano-filled coating. The water absorption by capillarity was not adequately limited, irrespective of the product applied, although all the coated surfaces exhibited a low wettability. The water–stone contact angles ranged between 106° and 142°, with the highest values measured for the nanoF coatings. Additional investigations are in progress to try to understand the wetting behavior observed in these coated surfaces. Additionally, the nanoF coating gave rise to good results in terms of oleophobicity. No significant differences were found using different stone substrates. In fact, the results were comparable for both the compact and porous stone.
It is important to highlight that the efficacy of the nanoF treatment, comparable or even better than those displayed by commercial systems, was obtained through applying smaller amounts of product to the stone.
In conclusion, this experimental product can be suggested as protective coating for stone against water ingress, but also for anti-graffiti applications. The evaluation of the resistance to staining agents, along with the related cleaning/removal procedures, are currently being investigated and will be the subject of a forthcoming paper. Since no significant differences were found using different stone substrates, the new product can be proposed for both compact and porous stone materials. Finally, the achievement of satisfactory properties through the application of low quantities of product allows the balancing of the requirements of the conservative actions and their sustainability, in particular in terms of costs and environmental impact.
Author Contributions
Conceptualization, M.L. and M.F.; Formal Analysis, M.L., M.M. and M.F.; Investigation, M.M., A.M. and M.P.; Writing-Review & Editing, M.L. and M.F.; Supervision, M.F.
Funding
This research received no external funding.
Acknowledgments
The work is the outcome of a scientific collaboration carried out with Kimia Company (Perugia, Italy), which supplied the experimental (nanoF) product under investigation. To this regards, the Authors wish to thank Assorestauro Association, and the Advisor of the Board Arch. Cristina Caiulo, for the scientific networking created between University of Salento and Kimia Company.
Conflicts of Interest
The authors declare no conflicts of interest.
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Figure 1.
Visual aspect of the liquid products.
Figure 1.
Visual aspect of the liquid products.
Figure 2.
Viscosity of the liquid formulations as a function of the shear rate.
Figure 2.
Viscosity of the liquid formulations as a function of the shear rate.
Figure 3.
Contact angle measurement on the PS-nanoF-2 sample: from left to right, the pendant water drop touches the stone sample, the droplet does not stick onto the treated surface but remains attached to the needle.
Figure 3.
Contact angle measurement on the PS-nanoF-2 sample: from left to right, the pendant water drop touches the stone sample, the droplet does not stick onto the treated surface but remains attached to the needle.
Figure 4.
Differences in color (ΔE*ab) before and after the products’ application.
Figure 4.
Differences in color (ΔE*ab) before and after the products’ application.
Figure 5.
Uncoated and coated PS stone surfaces.
Figure 5.
Uncoated and coated PS stone surfaces.
Figure 6.
Uncoated and coated CS stone surfaces.
Figure 6.
Uncoated and coated CS stone surfaces.
Figure 7.
Variations of mass measured during the vapor transmission test for uncoated and coated (a) PS and (b) CS stone surfaces.
Figure 7.
Variations of mass measured during the vapor transmission test for uncoated and coated (a) PS and (b) CS stone surfaces.
Figure 8.
Capillary water absorption curves: (a–c) PS specimens with and without the nanoF, F and SW coatings, respectively; (d–f) CS specimens with and without the nanoF, F and SW coatings, respectively.
Figure 8.
Capillary water absorption curves: (a–c) PS specimens with and without the nanoF, F and SW coatings, respectively; (d–f) CS specimens with and without the nanoF, F and SW coatings, respectively.
Table 1.
Chemical composition and main details of the used products.
Table 1.
Chemical composition and main details of the used products.
Product | Chemical Composition | Density (g cm−3) | pH | Visual Appearance |
---|
nanoF | Fluorine resin (12.7 wt %) and SiO2 nano-particles (10 wt %) in water dispersion # | 1.04 # | 7–8 # | Transparent, colorless |
F | Fluoropolyethers (10 wt %) in water dispersion * | 1.05 * | 7 * | Transparent, slightly white |
SW | Mixture of organic silicon compounds and microcrystalline waxes in water solution * | 0.99 * | 7 * | Opaque, milky |
Table 2.
Nomenclature of the treated samples and details of the treatments.
Table 2.
Nomenclature of the treated samples and details of the treatments.
Product | PS | CS |
---|
Amount of Product (g/Specimen) | Coverage (g m−2) | Amount of Product (g/Specimen) | Coverage (g m−2) |
---|
nanoF | 0.375 | 150 | 0.125 | 50 |
nanoF-2 | 0.750 | 300 | 0.250 | 100 |
nanoF-4 | 1.500 | 600 | 0.500 | 200 |
Table 3.
Color difference (ΔE*ab) and water–stone static contact angle (WCA), with the relative standard deviations, before (b.t.) and after (a.t.) the treatments with nanoF product.
Table 3.
Color difference (ΔE*ab) and water–stone static contact angle (WCA), with the relative standard deviations, before (b.t.) and after (a.t.) the treatments with nanoF product.
Stone Support | Samples | Actual Applied Amount (g m−2) | ΔE*ab (CIELAB Unit) | WCA (°) |
---|
b.t. | a.t. |
---|
PS | nanoF | 153 | 1.13 | n.d. | 145 ± 3 |
nanoF-2 | 305 | 2.03 | n.d. | 146 ± 2 |
nanoF-4 | 611 | 2.58 | n.d. | 146 ± 2 |
CS | nanoF | 56 | 1.02 | 31 ± 4 | 141 ± 6 |
nanoF-2 | 105 | 1.00 | 42 ± 7 | 142 ± 4 |
nanoF-4 | 205 | 2.99 | 29 ± 8 | 145 ± 4 |
Table 4.
Amount of applied product, color changes as variations of L*, a*, and b* measured before and after the coating application. The standard deviation is reported for each data set.
Table 4.
Amount of applied product, color changes as variations of L*, a*, and b* measured before and after the coating application. The standard deviation is reported for each data set.
Stone Support | Treatment | Actual Applied Amount (g m−2) | ΔL* | Δa* | Δb* |
---|
PS | nanoF | 155 ± 3 | −0.13 ± 0.10 | −0.12 ± 0.12 | 1.38 ± 0.12 |
F | 160 ± 5 | −1.50 ± 0.22 | 0.03 ± 0.07 | 3.66 ± 0.36 |
SW | 313 ± 2 | −1.92 ± 0.22 | 0.14 ± 0.13 | 2.94 ± 0.12 |
CS | nanoF | 58 ± 6 | −0.98 ± 0.40 | 0.08 ± 0.08 | 1.72 ± 0.39 |
F | 60 ± 5 | −1.48 ± 0.32 | 0.21 ± 0.07 | 2.50 ± 0.42 |
SW | 109 ± 7 | −1.82 ± 0.52 | 0.28 ± 0.07 | 1.78 ± 0.24 |
Table 5.
Water vapor flow rate (G), water vapor transmission rate (WVTR), both before (b.t.) and after (a.t.) the treatment, and reduction of vapor permeability (RVP). Standard deviations are reported for each data set.
Table 5.
Water vapor flow rate (G), water vapor transmission rate (WVTR), both before (b.t.) and after (a.t.) the treatment, and reduction of vapor permeability (RVP). Standard deviations are reported for each data set.
Stone Support | Samples | G [(g h−1)∙10−3] | WVTR [g m−2∙24 h] | RVP [%] |
---|
b.t. | a.t. | b.t. | a.t. |
---|
PS | nanoF | 16.1 ± 1.4 | 18.4 ± 5.6 | 189 ± 17 | 216 ± 66 | −14 |
F | 16.4 ± 0.8 | 15.4 ± 2.3 | 191 ± 11 | 180 ± 24 | 6 |
SW | 17.0 ± 0.9 | 8.1 ± 2.1 | 199 ± 10 | 97 ± 27 | 51 |
CS | nanoF | 4.4 ± 0.2 | 5.1 ± 1.4 | 53 ± 2 | 61 ± 16 | −15 |
F | 4.0 ± 0.6 | 3.7 ± 0.1 | 48 ± 6 | 45 ± 2 | 5 |
SW | 4.5 ± 0.2 | 2.7 ± 0.3 | 54 ± 2 | 34 ± 3 | 38 |
Table 6.
Water–stone static contact angle (°) measured on each stone, along with the standard deviation, before (b.t.) and after (a.t.) each treatment.
Table 6.
Water–stone static contact angle (°) measured on each stone, along with the standard deviation, before (b.t.) and after (a.t.) each treatment.
Samples | PS | CS |
---|
b.t. | a.t. | b.t. | a.t. |
---|
nanoF | Not determinable | 142 ± 5 | 39 ± 8 | 139 ± 5 |
F | Not determinable | 119 ± 3 | 46 ± 8 | 106 ± 4 |
SW | Not determinable | 122 ± 4 | 36 ± 9 | 114 ± 4 |
Table 7.
Oil–stone static contact angle (°) measured on untreated and treated PS and CS stone surfaces, with the indication of standard deviation.
Table 7.
Oil–stone static contact angle (°) measured on untreated and treated PS and CS stone surfaces, with the indication of standard deviation.
Samples | PS | CS |
---|
Untreated | Not determinable | 13 ± 1 |
nanoF | 122 ± 7 | 114 ± 1 |
F | 114 ± 4 | 93 ± 4 |
SW | 56 ± 2 | 56 ± 1 |
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