The mass consolidation treatment of
In this research, two commonly used consolidants (ethyl silicate and acrylic resin) were tested on artisanal ceramic tiles via mass consolidation and the resulting impregnation profiles were evaluated. The results indicated that after consolidation, hard zones frequently formed due to localized consolidant concentration after the polymerization and curing processes. These inhomogeneous hard zones subsequently influenced the results obtained through conventional mechanical strength testing (i.e. flexural and compression), creating a false impression of success.
This research demonstrated that by using the
Se demuestra que mediante el uso de la resistencia a la perforación (DRMS) es posible definir las características, la distribución y el patrón de impregnación, los cuales no pueden ser observadas por los métodos comúnmente utilizados.
Glazed ceramic tiles (azulejos and related decorative plaques) are important cultural heritage resources in Spain, Portugal, Netherlands, Italy and many Islamic countries. Often, the conservation of such ceramics requires consolidation efforts.
The consolidation techniques used on glazed tiles are diverse and each effort must satisfy a different objective based on the most relevant repair and/or degradation issues. Glaze loss is typically a substantial aspect in the conservation of such ceramics, although it is often also necessary to repair the ceramic body itself through consolidation. Salt-laden walls can contaminate glazed tiles and cause powdering, crumbling, granular disintegration, scaling or flaking of the ceramic biscuit. Such symptoms typically justify the need for desalination and a consolidation action.
Mass consolidation of a ceramic body requires the use of different solutions and products from those used as adhesives to repair the glaze-biscuit connection. When mass consolidation is required, the consolidant must be able to penetrate the ceramic voids without creating rigid interfaces. This is a key parameter in the assessment of a successful consolidation effort and as such, it is important to evaluate the product penetration depth and distribution after polymerization and curing. The formation of sharp interfaces where the consolidated and non-consolidated substrates meet is considered a potentially harmful result. Differential behaviour of the two zones has the potential to produce, in the short or medium term, layer separation and consequential damage in the ceramic.
The level of cohesion is conventionally determined by measuring changes in mechanical resistance, for example, increases in mechanical resistance signify increases in cohesion. Destructive testing methods, such as compressive or bending strength tests, are usually used for this purpose (
However, the consolidant often has difficulty in fully filling the voids and surface accumulations may occur as a result (in evaporation zones, for example). The extent and location(s) of accumulations cannot be detected with conventional tests, which rely on bulk analysis and are not depth discriminant.
Differential consolidation can lead to an overestimation of the consolidation effect since if an increase in the mechanical strength is measured, a potentially harmful result may be wrongly interpreted as a beneficial one.
SEM observation (or other and sophisticated techniques such as neutron tomography) can be used to assess the penetration and/or distribution of the product in depth (
In this particular case, the objective was to evaluate the penetration characteristics of consolidation products applied to ceramic bodies as a first step in evaluating the consolidation action in these substrates. The following methods can also be used to characterize the resistance of the ceramic body itself, allowing for a comparison amongst different materials (
This research was conducted in order to clarify preliminary results which indicated an inhomogeneous distribution of consolidation treatments applied by capillarity (
The selection of consolidation products to be tested was based on three criteria: extensive use in practice (
The products were applied to the ceramic specimens through immersion, the method most commonly used in practice for mass consolidation in this field. It is also one of the methods recommended for laboratory testing to avoid the operator error which can occur during brush application (
The ceramic bodies selected for testing were semi-artisanal tile biscuits produced by New Terracotta Lda. The physical characteristics of the biscuits are presented in
Physical properties of ceramic bodies
Mean value | Standard deviation | Number of specimens | |
---|---|---|---|
Open porosity (%) |
37.6 | 0.2 | |
Real density (kg.m−3) |
1 676 | 5 | 10 |
Maximum water content (%) |
22.4 | 0.2 | |
Bulk density (kg.m−3) |
2686 | 10 | 10 |
Bending strength (MPa) |
17.9 | 4.6 | 73 |
Tested according to:
(
(
Small pieces (65x30x9 mm3) were cut from larger square units (130x130x9 mm). The biscuit specimens were oven dried at 60 ºC for a minimum of 78 hours. The specimens used for TG consolidation were pre-conditioned in a humid environment (~90% RH) for three days in order to stabilize the mass.
The consolidation products were applied by immersion over a four hour period. The samples were laid horizontally on rods in a vessel and the consolidants were added slowly, allowing for absorption in partial immersion conditions for the first ten minutes before being completely immersed. After cleaning with the proper solvent, the samples were weighed to determine the quantity of product absorbed. The specimens were kept in a closed container for approximately one month in order to provide for a controlled and slow evaporation process. After curing was complete, the specimens were oven dried (at 70±1 ºC), before being evaluated and tested.
Basic physical properties (
The flexural strength was quantified as the highest stress at breakage, which is derived from the force applied at the time of rupture. Three-point bending tests were performed using a Gabbrielli CRAB424 machine according to the standard EN-ISO 10545.4 (
DRMS (
Examples of drilling resistance curves obtained on materials: a) soft and very homogeneous stone; b) homogeneous ceramic (used in this paper); c) and d) very heterogeneous old paving tiles with a superficial hard layer.
Drilling resistance on abrasive ceramic materials.
In addition to material characterization (except the 2 mm correspondent to the indentation in this case due to the type of drill bit), drilling resistance was used as a parameter to quantify the consolidation effect and identify the impregnation depth of each consolidant. However, drill bit wear when exists makes drilling resistance results more difficult to interpret. Nevertheless, the DRMS method is still considered very useful on ceramics or similar materials where hard grains (usually quartz) are present. The effect of drill bit wear depends not only on the material composition, but also on the texture and porosity of the test subject. For these reasons, it must be assumed that effects of drill bit wear are not universal and must be evaluated on a case-by-case basis and corrected when significant.
In order to evaluate the abrasive effect during drilling tests, successive holes were drilled in a reference material (a ceramic similar to that used for the consolidation tests) (
To account for the increase in drilling force due to the abrasive effect, a calibration line was computed and the values corrected using a simple method (
Past research showed that even in “hard conditions” of drilling resistance testing, results can be useful and relevant (
The consolidation action is the result of the quantity of consolidant retained inside the pore network after treatment. Ceramics are very porous with well-connected voids, and the quantity of consolidant liquid absorbed was about 3–4 g per ceramic specimen (TG absorption was higher than the Paraloid B72® formulations). As such, the computed values of dry mass formed and retained after cure and polymerization are completely different with the two products (
Quantity of consolidant liquid absorbed after treatment and product retained after consolidation.
Products | Liquid absorbed | Dry mass | ||
---|---|---|---|---|
kg/m3 | (%) | kg/m3 | ||
Tegovakon V® (TG) | 252 | 7.8 | 127.2 | |
Paraloid B72® | 1% | 171 | 0.3 | 4.7 |
3% | 197 | 0.7 | 11.0 | |
5% | 186 | 0.8 | 11.5 |
The use of consolidation products also caused changes to the physical characteristics of the subjected materials, such as porosity and water absorption (
Open porosity and water content of ceramic bodies before and after consolidation.
Products | Open porosity (%) | Maximum water content (%) | |||||
---|---|---|---|---|---|---|---|
Before | After | Before | After | ||||
Tegovakon V® (TG) | 37.8±0.2 | 32.1±0.1 | (−13.1%) | 22.0±1.1 | 18.1±0.1 | (−17.7%) | |
Paraloid® | 1% | 37.4±0.5 | (≈0%) | 22.3±0.4 | (≈0%) | ||
3% | 36.7±0.5 | (−0.8%) | 21.8±0.4 | (−0.7%) | |||
5% | 36.5±0.2 | (−1.1%) | 21.6±0.1 | (−1.5%) |
Consolidants are expected to increase the mechanical resistance of an existing material. Therefore, in addition to determining bending strength, the ceramic specimens were subjected to ultrasonic velocity testing. Since ultrasonic velocity testing is non-destructive, it is a useful method for monitoring step-by-step changes (
Mechanical resistance characteristics of ceramic bodies before and after consolidation.
Products | Ultrasonic velocity (m/s) | Bending strength (MPa) | Drilling force [2–7 mm] (N) | |||||||
---|---|---|---|---|---|---|---|---|---|---|
Before | After | Before | After | Before | After | |||||
Tegovakon V® (TG) | 2960 | 3630 | (+17%) | 17.2 | 21.5 | (+25%) | 21.1±1.0 | 30.5 | (+45%) | |
Paraloid® | 1% | 3230 | 3320 | (+3%) | 18.0 | (+5%) | 22.8 | (+8%) | ||
3% | 3170 | 3330 | (+6%) | 19.3 | (+12%) | 24.6 | (+17%) | |||
5% | 3150 | 3340 | (+6%) | 19.1 | (+11%) | 23.4 | (+9%) |
Ultrasonic velocity (on the left) and tensile strength (on the right) obtained on treated and non-treated ceramics consolidated with ethyl silicate (TG) and different formulation of Paraloid®
While there are clear differences in mechanical resistance between the TG and Paraloid B72® treated ceramics, it is particularly noteworthy that within the Paraloid B72® samples, changes in dilution from 3% to 5% did not considerably affect the ultrasonic and bending strength results (
Although the mean bending strength values for Paraloid B72® 3% and 5% dilutions indicated a similar consolidation effect, particularly in comparison to the 1% dilution, the 5% concentration appeared to promote the most consistent tensile strength values (
In contrast, the drilling resistance results showed a complete discrimination between the four consolidation conditions, as can be clearly seen in the resulting graphs (
Drilling resistance curves for ceramic specimens treated with Paraloid B72® (a, b, c) and ethyl silicate (d).
The original hardness of the non-treated ceramic body (NT) is defined by the curve of mean force values (and one standard deviation), using the same drilling conditions (600 rpm rotation speed, 10mm/min penetration rate). For comparison, the non-treated curves are shown in black in each graph.
When the Paraloid B72® 1% concentration was used, a homogeneous profile was obtained, with mean force values slightly higher than those of the non-treated ceramics (
The graphs indicate that when Paraloid B72® was used, the product remained concentrated in the surface zones and it was difficult to see a clear sign of its presence inside of the ceramic (
The use of TG promoted a higher level of drilling resistance over the entire sample depth, although a harder surface zone is still evident (
The increase in resistance on the specimen surfaces after consolidation is believed to be the result of consolidant drying and polymerization in this particular zone. In a previous study, similar patterns were detected in samples treated with the same consolidant formulations, even when no direct contact occurred between that surface and the liquid (
Ultimately, the use of DRMS for the characterization of ceramics and/or the evaluation of the efficacy of consolidants in such materials, can be not only time consuming, but also difficult due to the heterogeneity of the ceramic makeup and the wear effects of the drill bit used during testing. The ceramics tested in this research were quite homogeneous, albeit abrasive, and as a result the values of the drill resistance tests required correction to eliminate this effect.
High porosity materials are able to absorb large quantities of consolidant, a fact that is often seen as advantageous. In some circumstances, however, higher absorption can also limit effectiveness, in particular when considerable variations in the post-treatment physical properties cause internal stresses and possible fissures in the material.
The use of the drilling resistance measuring system for the characterization of ceramics treated with two types of consolidants (Tegovakon V® (TG) and Paraloid B72® in three concentrations) produced meaningful and useful information that conventional methods were not able to do. Such results confirmed that DRMS can be successfully used to evaluate the distribution profile of consolidation products and is able to discriminate between different consolidation actions within ceramics.
The resultant data showed that both consolidants produce a hard zone close to the evaporation surface. However, TG (ethyl silicate) promoted a higher increase of the resistance throughout the depth of the ceramic, as opposed to Paraloid B72®, which showed little increase in the ceramic core.
The hard zones observed, in particular when Paraloid B72® was used, are quite consistent and further investigation should proceed with the following objectives in mind: i) evaluate the potential risk of consolidation damage, in particular when salts remain in a ceramic; ii) find a method (such as delaying specimen drying by controlling various influencing conditions) to avoid an inhomogeneous consolidation, in particular when using Paraloid B72® solutions.
In conclusion, these findings indicate the need to corroborate information gathered by the conventional tests used to evaluate consolidation effect and success, namely mechanical resistance and ultrasound velocity testing. The DRMS testing proved that the presence of resultant hard zones at the ceramic surface contribute to an increase in mechanical resistance after consolidation.
The authors acknowledge the financial support of Project CerAzul: PTDC/CTM-CER/119085/2010 for this research. The authors also thank Mr. Erik Ulrix from BIU International for supplying the Tegovakon VR sample.
The authors would like also to acknowledge the work and collaboration of Julie M. Rosen in the review of the paper.