COMPOSITE ARCHITECTURAL ULTRA-HIGH PERFORMANCE CONCRETE MIXTURES AND PANELS WITH ENHANCED PHOTOCATALYTIC ACTIVITY
20240383809 ยท 2024-11-21
Assignee
Inventors
Cpc classification
A61L2/23
HUMAN NECESSITIES
C04B2111/2061
CHEMISTRY; METALLURGY
B28B23/0081
PERFORMING OPERATIONS; TRANSPORTING
C04B14/045
CHEMISTRY; METALLURGY
C04B28/02
CHEMISTRY; METALLURGY
B01J21/063
PERFORMING OPERATIONS; TRANSPORTING
International classification
B01J21/06
PERFORMING OPERATIONS; TRANSPORTING
C04B28/02
CHEMISTRY; METALLURGY
A61L2/23
HUMAN NECESSITIES
Abstract
A composite ultra-high-performance concrete mixture includes cement in an amount between 500 and 680 kg/m.sup.3; a photocatalyst in amount between 10 and 30 kg/m.sup.3; a recycled glass white nano-silica in amount 40 and 60 kg/m.sup.3; calcinated kaolin in amount 70 to 120 kg/m.sup.3; a filler in amount between 200 and 300 kg/m.sup.3; a fine sand in amount between 600 to 970 kg/m.sup.3; and a coarse sand in amount between 400 to 600 kg/m.sup.3.
Claims
1. A composite ultra-high-performance concrete mixture, comprising: cement in an amount between 500 and 680 kg/m.sup.3; a photocatalyst in amount between 10 and 30 kg/m.sup.3; a recycled glass white nano-silica in amount 40 and 60 kg/m.sup.3; calcinated kaolin in amount 70 to 120 kg/m.sup.3; a filler in amount between 200 and 300 kg/m.sup.3; a fine sand in amount between 600 to 970 kg/m.sup.3; and a coarse sand in amount between 400 to 600 kg/m.sup.3.
2. The concrete of claim 1, wherein the cement comprises cement particles having an average particle size of less than 90 ?m.
3. The concrete of claim 1, wherein the cement has a specific surface area less than 2.0 m.sup.2/g.
4. The concrete of claim 1, wherein the cement has a Blaine fineness of less than 510 m.sup.2/kg.
5. The concrete of claim 1, wherein the photocatalyst is in powder form with at least 988 wt Anatase base TiO.sub.2 with B.E.T. surface area between 50 and 400 m.sup.2/g.
6. The concrete of claim 1, wherein the recycled glass white nano-silica has a minimum of 99.0% amorphous SiO.sub.2 content with B.E.T. surface area between 30 and 60 m.sup.2/g and primary particle size between 30 and 300 nanometers.
7. The concrete of claim 1, wherein the calcinated kaolin has particle size between 1 to 7 microns and B.E.T. surface area between 2 to 10 m.sup.2/g.
8. The concrete of claim 1, further comprising Nepheline-Syenite filler, and fine and coarse sand.
9. The concrete of claim 8, wherein the Nepheline-Syenite filler is present in an amount between 200 and 300 kg/m.sup.3 and has a particle size less than 75 ?m.
10. The concrete of claim 1, further comprising Nepheline-Syenite fine sand.
11. The concrete of claim 10, wherein the Nepheline-Syenite fine sand is present in an amount between 600 and 970 kg/m.sup.3 and has a particle size less than 600 ?m.
12. The concrete of claim 1, further comprising Nepheline-Syenite coarse sand.
13. The concrete of claim 12, wherein the Nepheline-Syenite coarse sand is present in an amount between 400 and 500 kg/m.sup.3 and has a particle size less than 1500 ?m.
14. The concrete of claim 1, further comprising fibers selected from the group consisting of steel fibers, natural fibers, synthetic fibers and mixtures thereof.
15. The concrete of claim 1, further comprising a total water content of between 150 and 275 kg/m.sup.3.
16. The concrete of claim 1, wherein the concrete exhibits a compressive strength between 90 MPa and 120 MPa in a normal curing regime.
17. The concrete of claim 1, wherein the concrete exhibits a three bending point flexural strength of between 10 and 35 MPa.
18. The concrete of claim 1, wherein the concrete exhibits a slump flow of between 250 and 350 mm.
19. A method for manufacturing an enhanced photocatalytic concrete panel, comprising the steps of: sprinkling clear glass and marble aggregates into a urethane resin mold; spreading a first concrete layer over the aggregates; setting an AR-glass mesh on the first concrete layer; spreading a second concrete layer on top of the AR-glass mesh; setting a second AR-glass mesh on the second concrete layer; and spreading a third concrete layer over the second AR-glass mesh to form a composite panel.
20. The method of claim 19, wherein the clear glass is recycled clear window or municipal waste flint class with aggregate size between 1 and 7 mm.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0042] The patent or application file contains at least one drawing executed in color. Copies of this patent or patent application publication with color drawing(s) will be provided by the Office upon request and payment of the necessary fee.
[0043] A detailed description of embodiments of the present invention follows, with reference to the attached drawings, wherein:
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DETAILED DESCRIPTION
[0065] The invention relates to a concrete composition and, more particularly, to a UHPC concrete composition containing photocatalyst and recycled glass or ceramic materials such as glass white nano-silica. The recycled glass helps to keep carbonation low in the concrete, and this helps to maintain the activity of the photocatalyst.
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[0069] The energy of the light produces electron (e.sup.?)-hole (h.sup.+) pairs:
[0070] The h.sup.+ reacts with OH.sup.? to dissociate from environmental water and form hydroxyl radicals OH.sup..Math.:
[0071] The e-reacts with molecular oxygen (O.sub.2) to form the superoxide anion O.sub.2.Math..sup.?:
[0072] Afterwards, the superoxide anion further reacts with H.sup.+ dissociated from water to produce HO.sub.2.sup..Math. radicals:
[0073] This process of oxidation and reduction of the TiO.sub.2 nanoparticles together with the other chemical components of the UHPC formulation work to decompose pollutants on and near the panel surface, see
[0074] The composition of the UHPC material is useful in providing extended catalytic activity of the photocatalyst. Table 1 below illustrates properties of the composition according to one non-limiting embodiment:
TABLE-US-00001 TABLE 1 Composition of UHPPC matrix Mix design Name (Kg/m.sup.3) White Cement 500-680 Recycled glass white nano-silica 40-60 Calcinated Kaolin 70-120 Nepheline-Syenite (filler) 200-300 Nepheline-Syenite (Medium) 600-970 Nepheline-Syenite (Coarse) 400-600 Photocatalytic TiO.sub.2 Anatase 10-30 (Tronox PC105)
[0075] Each of the materials of Table 1 has characteristics that are also useful in connection with the desired results obtain according to the invention. These characteristics or properties are shown in Table 2 below:
TABLE-US-00002 TABLE 2 Raw material characteristics (granular materials) Specific Particles surface Mean parameters Density area particle [D 10/D 50/D 90] Name (g/cm.sup.3) (m.sup.2/g) size (?m) (?m) White Cement 3.13 0.74-1.47 9.8-20.4 0.8/11.1/34.3 Recycled 2.10-2.20 30-60* 0.2-0.3 0.10/0.24/0.60 glass white (30-300 nm) .sup.+ nano-silica Metakaolin 2.50 0.93-1.27 5.1-6.6 1.0/3.9/12.9 Nepheline- 2.61 0.48-0.70 16.4-25.8 1.7/14.6/49.7 Syenite (filler) Nepheline- 2.61 0.01-0.03 256.3-313.2 121.9/273.5/467.0 Syenite (fine) Nepheline- 2.61 0.002-0.004 1065-1143 724.5/1072/1607 Syenite (Coarse) Tronox PC105 3.9-4.1 80-100* 0.017 *BET surface area, .sup.+ primary particles
[0076] Five (5) different mixes of concrete were prepared as shown in Table 3 below:
TABLE-US-00003 TABLE 3 Composition of different UHPC mixes UHPC Mixes Mix A Mix B Mix C Mix D Mix E Material Amount (Kg/cm.sup.3) White Cement 600 600 650 650 650 White pigment 26 26 35 35 35 (TiO.sub.2 rutile) Photocatalyst Tronox 0 40 26 26 26 PC105 Recycled glass white 48 48 52 52 52 nano-silica Metakaolin 104 80 87 87 87 Nepheline-Syenite 202 202 298 298 298 (filler) Nepheline-Syenite 691 691 963 963 963 (fine) Nepheline-Syenite 479 479 479 479 (Coarse) AR-glass strands 41 41 41 41 41 (12 mm) Superplasticizer 28 28 33 33 33 (PCE-type) Water 210 210 226 226 226 Water/binder 0.287 0.287 0.296 0.296 0.296 Water/solid 0.105 0.104 0.116 0.116 0.116 White marble 0 0 0 0 1 part aggregates size # 0 Clear glass 0 0 0 0 2.5 part aggregates size # 0 White marble 0 0 0 0 2.5 parts aggregates size # 1 Fluro-silane sealer 0 0 0 44 g/ft2 44 g/ft2
[0077] Of these mixes, Mix E is made according to the present invention, while Mixes A-D are prepared for comparison purposes. Furthermore, based upon the results of this testing, a combination of Mix B with aggregates is also considered a composition according to the invention and provides good NOx reduction after washing.
[0078] Mixes A-E were subjected to modified ISO 22197-1 NOx degradation standard testing, and the results are shown below in Table 4:
TABLE-US-00004 TABLE 4 Summary results according to modified ISO 22197-1 NOx degradation standard test. Mix Mix A Mix A Mix B Mix B Mix C Mix D Mix E Finish (sand blasting 50% 50% 50% 50% 50% 50% 100% level) Sealer none none None none none yes yes NOx flow rate (L/min) 3.0 1.5 3.0 1.5 1.5 1.5 1.5 NOx concentration (ppmv) 1.0 0.3 1.0 0.3 0.3 0.3 0.3 Humidity (%) 50 50 50 50 50 50 50 UV light intensity (W/m.sup.2) 10 10 10 10 10 10 10 NO removed (%) 11.3 34.8 54.7 97.4 61.5 38.3 64.5 Selectivity (% NO.sub.2 3.8 11.6 19.8 6.4 9.3 4.9 7.2 generated) NO.sub.x removed (%) 7.5 23.2 34.9 91.0 52.2 33.4 57.3 Water washed No Yes* No Yes* No No No *retest after water washing and drying.
[0079] Further testing was conducted for effectiveness at destroying coronavirus. Table 5 sets forth the results:
TABLE-US-00005 TABLE 5 Summary results according to modified ISO 18061-2014 for coronavirus surrogates 229E (HCoV-229E) and OC43 (HCoV-OC43) Percentage Infectivity UV UV virus Sam- Cell Titer Intensity radiation reduction ple Virus line TCID50/ml (mW/cm2) time (h) (killed)* 1 229E MRC-5 10.sup.5 0.25 4 100% 2 229E MRC-5 10.sup.5 0.25 4 99% 3 229E MRC-5 10.sup.5 0.25 4 100% 4 OC43 HCT-8 10.sup.5 0.25 4 100% 5 OC43 HCT-8 10.sup.5 0.25 4 100% 6 OC43 HCT-8 10.sup.5 0.25 4 100% *Percentage reduction calculated per original infectivity titer inoculum
[0080] The composition tested was Mix B from Table 3 set forth above. These results are expected to carry forward as well for Mix E. As shown, the concrete composition as tested was highly effective at reducing or killing the tested cell lines of coronavirus.
[0081] Further evaluation was conducted to test TiO.sub.2 photocatalytic verification and self-cleaning according to ISO 10678. The first issue to address was evaluation and selection of the TiO.sub.2 nanoparticles to use.
[0082] In the initial stage of development, a range of commercially available TiO.sub.2 nanoparticles was selected to evaluate for intrinsic photocatalytic properties using the ISO 10678-10 modified standard [2]. This standard is used in fine and advanced ceramics to determine the photocatalytic activity of surfaces by the degradation of the dye molecule methylene blue (MBL) in aqueous solution using artificial ultraviolet (UV-A) radiation and to characterize the ability of photoactive surfaces or powders to degrade dissolved organic molecules under ultraviolet light wave lengths. The test method is also applicable to evaluation of the specific self-cleaning photoactivity of surfaces.
[0083] To verify and rank the photocatalytic activity of the TiO.sub.2 powders selected for this test series, samples with 10% wt. dispersion of the particles in water were prepared by adding 10 g of TiO.sub.2 powder to 90 g distilled water (DI) in a glass beaker. The dispersion was stirred for 5 min. Then 50 ml of the prepared dispersion was mixed with one drop of 0.1 mM of MBL solution again stirring for 5 min. The dyed solution was in a dark box containing a UV-A light (Waveform Lighting's real UV?/Wavelength 365 nm/Irradiance 650 ?W/cm.sup.2/Power 20 W) and irradiated for 30 min and 2, 4, 6 and 24 hours. After each exposure the color change of the solution was visually monitored and compared with a reference sample composed only of DI water and the same initial concentration of MBL. The results of the TiO.sub.2 powder with the highest-ranking photocatalytic activity are displayed on
[0084] Methylene blue (MBL) or tetramethyl-thionine chloride, (C.sub.16H.sub.18ClN.sub.3S) is a heterocyclic aromatic dye that is brightly blue colored in an oxidizing environment, see
[0085] Because of the photocatalytic action of TiO.sub.2 powder in the presence of light, it changes upon reduction to leuco-methylene blue (L-MBL), which is colorless. This change in color is considered visual evidence of the degradation of organic molecules and serves as a test model pollutant. As is shown in
[0086] In
Self-Cleaning Evaluation of SC+ Panels
[0087] The A|UHPC mix designs were formulated and adjusted to incorporate the selected TiO.sub.2 photocatalytic powder to produce panels. These panels, produced in a smooth finish and different colors (WH87, BO78, TI63, PL75, RED and BLACK) were used to evaluate the self-cleaning and organic decomposition using MBL. The methodology used was based on the ISO 10678 modified method with the use of a container glued to the surface of 2?2 in. panel sections (with Microseal?). The clear containers (sealed Petri dishes) were filled with DI water containing MBL as the model pollutant (0.1 mM). The panels later were irradiated for 3-h, 6-h, 1-d, 3-d and 6-d to determine the photocatalytic degradation induced by the surface of the panels. As in the previous test series, a dark box containing a UV-A light (Waveform Lighting's real UV?/Wavelength 365 nm/Irradiance 650 ?W/cm.sup.2/Power 20 W) was used for the experiment.
[0088] The visual results obtained for the self-cleaning effects of the various TAKTL SC+ colored panels tested are displayed in
[0089] Similarly, pigmented panels made with standard colors (WH87, BO78, PL75, TI63) and two custom colors with high pigment loads (RED and BLACK), exhibited progressive photocatalytic degradation of the MBL until 6-d. The main difference observed is that the darker the panel and higher the pigment load, the slower the photocatalytic rate as compared to the present invention (SC+ WH87 (white)), which exhibited the highest efficiency. This behavior is expected as it has been demonstrated that iron-based concrete pigments used to formulate colored concrete (Fe.sub.2O.sub.3, Fe.sub.3O.sub.4 and FeOOH) present their own catalytic activity which is interacting with the electron-hole pair formed (Eq. 1 to 4) as a result of the photocatalytic reaction, which are later liberated to produce self-cleaning effects at a slower rate. By contrast, when conventional rutile-based white pigment (case WH87) is mixed with photocatalytic TiO.sub.2 nanoparticles, an enhanced reaction rate and self-cleaning effect have been reported. In summary, this experiment demonstrated the self-cleaning properties of the present invention as embodied in a proposed SC+ product line, including dark saturated colors, with the more highly pigmented colors exhibiting a slower self-cleaning ability that will require more exposure time to completely degrade pollutants.
[0090] As in real conditions, fa?ade panels are not going to be immersed in water as specified in the ISO test. Therefore, a modification of the ISO 10678 procedure was performed to evaluate the self-cleaning effects on inventive compositions in conditions more closely matching natural exposure. For this, a SC+ WH87 panel was tinted with a photocatalytic indicator ink (
[0091] In
Degradation of Air Polutants (ISO 22197-1)
[0092] A variety of air pollutants are known or suspected to have harmful effects on human health and the environment. In most areas of United States, these pollutants are principally the products of combustion from space heating, power generation or from motor vehicle traffic. The primary pollutants emitted by vehicles are carbon monoxide (CO.sub.2), oxides of nitrogen (NO.sub.x), sulphates (SO.sub.x), volatile organic compounds (VOCs) and particulates. These pollutants have an increasing impact on outdoor and indoor air quality. In addition, photochemical reactions resulting from the action of sunlight on NO.sub.2 and VOCs lead to the formation of ozone, a secondary long-range pollutant, with impacts in rural areas often far from the original emission site. Acid rain is another long-range pollutant influenced by vehicle NO.sub.x emissions and resulting from the transport of NO.sub.x, oxidation in the air into NO.sub.3, and subsequent precipitation of nitrogen acid, resulting in harmful consequences for building materials (corrosion of the surface) and vegetation. A solution for the air pollution from traffic can be found in the treatment of pollutants as close to the source as possible. Therefore, several researchers have been adding photocatalytic materials to the surface of pavement and building materials. In combination with light, the pollutants are oxidized, due to the presence of the photocatalyst and precipitated on the surface of the material. Consequently, they are removed from the surface by rain. In this context, the presently disclosed material and panels made therefrom were developed intentionally to be used as a building facade panel to provide abatement of air pollutants and improve air quality. Different standard methods have been developed to evaluate the degradation of gaseous air pollutants as NO.sub.x and VOCs (also called BTEX for Benzene, Toluene, Ethylbenzene and Xylene) using photocatalytic materials.
[0093] To evaluate the potential air purification of the present invention (TAKTL SC+) the ISO 22197-1 was selected. To determine the air purifying activity of TAKTL SC+ the oxidation of NO and NO.sub.2 into NO.sub.3 is determined. Emphasis is put on this pollutant, since it is one of the most important pollutants produced by traffic and plays a major role in the formation of smog and ozone. The oxidation of the NO.sub.x in the presence of TiO.sub.2 nanoparticles and light (hv) is simplified in the following equations:
[0094] The NO.sub.3 formed during this process precipitates on the surface of the TAKTL SC+ panel and is later washed out by the rain or mineralized in the surface of the panel.
[0095] As mentioned above, the capacity of TAKTL SC+ panels to remove air pollutants was assessed by using nitric oxide (NO.sub.x) as a model pollutant. A plug-flow experimental setup located at Eindhoven University of Technology in The Netherlands (TU/e) was used in this study for evaluating photocatalytic efficiency (
[0096] Nitric oxide (NO.sub.x) was mixed with a synthetic air and adjusted to the desired concentration (1 ppmv) and flow rate (3 L/min) by the mass control meters. The applied light source was composed of three fluorescent tubes of 25 W each, emitting high-concentrated UV-A radiation in the range of 300-400 nm.
[0097] The experimental conditions, such as the pollutant concentration, flow rate, humidity, and light intensity (irradiance 10 W/m.sup.2) were fully controlled and monitored. The temperature (69 F) and the humidity (50%) were measured at the inlet of the reactor. The outlet concentration of NO and NO.sub.2 were measured and interpreted as the NO.sub.x concentration. The pollutant concentration was measured by an online NO.sub.x analyzer APNA-370(Horiba). The APNA-370 continuously monitors the NOx concentration using a crossflow modulated semi decompression chemiluminescence method. The concentration measurement was performed automatically every 5 seconds with a sampling flow rate of 0.8 L/min.
[0098] Different reference TAKTL Standard formulations and various TAKTL SC+ panels with and without Microseal (fluorinated silane) were evaluated. The active sample surface size of the panels was fixed as 190?87 mm (7.5?3.5 in.).
[0099] The results of NO.sub.x degradation following the standard condition recommended by ISO 22197-1 are displayed in
[0100] As can be seen in
[0101] Therefore, to further assess the performance of SC+ panels under more realistic conditions of lower gas flow rate (1.5 L/min) and lower pollutant concentration (0.3 ppmv), the same panels used in the initial experiment were evaluated after being washed with water to regenerate the photocatalytic activity (simulated rain wash). As can be seen in
TABLE-US-00006 TABLE 6 Summary results obtained according to standard and modified ISO 22197-1 [19] NO.sub.x degradation. sample W15 W15 W15 SC+ W10 W10 W10 Name W15 (w) SC+ (w) SC+ SC+ SC+ Finish SM/MB SM/MB SM/MB SM/MB SM/MB SM/MB MB + AGG Sealer None None None None None Microseal Microseal Flow rate (L/min) 3 1.5 3 1.5 1.5 1.5 1.5 NO.sub.x Conc. (ppmv) 1.0 0.3 1.0 0.3 0.3 0.3 0.3 Humidity (%) 50 50 50 50 50 50 50 UV Light Int. 10 10 10 10 10 10 10 (W/m.sup.2) NO Removed (%) 11.3 34.8 54.7 97.4 61.5 38.3 64.5 Selectivity (% NO.sub.2 3.8 11.6 19.8 6.4 9.3 4.9 7.2 gen.) NO.sub.x removed (%) 7.5 23.2 34.9 91.0 52.2 33.4 57.3 (W): water washed, SM: smooth, BM: Media-blast, ppmv: parts per million in volume, AGG: phase glass and marble aggregates (KORSA?).
[0102] Another evaluation was performed to determine the effect on NO.sub.x degradation of incorporating either an anti-graffiti coating (Microseal) or face aggregates in the manufacture of SC+ panels. The results are shown on Table 6 and
[0103] Other parameters which are important for these reactions and the efficiency of SC+ panels are the relative humidity and the temperature. At higher temperatures, the conversion will be better.
[0104] Relative humidity is important since the water in the atmosphere plays a role in the adhesion of the pollutants at the surface and therefore also the conversion rate. In the case of a higher relative humidity, the conversion will be lower. Optimal conditions would therefore be reached on hot summer days with high temperatures and low relative humidity. It is also on those days that the risk of smog during the summer is the highest and thus the efficiency of the air purification is the highest. As demonstrated, to retain the efficiency of the panels, the deposits of NO.sub.3.sup.? will have to be washed away by rain or by cleaning the surface with water at intervals (in the case of indoor applications).
[0105] Based on the results presented, it is possible to conclude that TAKTL SC+ will present a minimum NOx degradation of 35% which could be higher depending on the panel finish and the environmental condition of the installation sites. In addition, due to the high photocatalytic activity observed, it can be inferred that other air pollutants would be similarly degraded. Substances that can be abated by photocatalysis based on the literature are: [0106] Inorganic compounds: NO.sub.x, SO.sub.x, CO, NH.sub.3, CH.sub.3S and H.sub.2S. [0107] Chlorinated organic compounds: CH.sub.2Cl.sub.2, CHCl.sub.3, CCl.sub.4, 1,1-C.sub.2H.sub.4Cl.sub.2, 1,2-C.sub.2H.sub.4Cl.sub.2, 1,1,1-C.sub.2H.sub.3Cl.sub.3, 1,1,2-C.sub.2H.sub.3Cl.sub.3, 2-C.sub.2H.sub.2Cl.sub.4 and the like, C.sub.2HCl.sub.3; C.sub.2Cl.sub.4, dioxins, chlorobenzene, chlorophenol, etc. [0108] Organic compounds: CH.sub.3OH, C.sub.2H.sub.5OH, CH.sub.3COOH, CH.sub.4, C.sub.2H.sub.6, C.sub.3H.sub.8, C.sub.2H.sub.4, C.sub.3H.sub.6, C.sub.6H.sub.6, phenol, toluene, ethylbenzene, xylene, phenanthroquinone and others VOCs which are tested according to ISO 22197-2 to ISO 22197-5. [0109] Pesticides: Triadimefon, Pirimicarb, Asulam, Diazinon, MPMC; atrazine, etc.
[0110] Other compounds would be bacteria, viruses, moss, mold, etc., as will be demonstrated in the below.
Antimicrobial Properties (ISO 18061 and Moss Growth)
[0111] Growing concerns for human health and quality of life have led to the implementation of nanoparticle photocatalysts in civil structures with fabricated self-disinfecting surfaces, primarily for public places that need a high level of hygiene, such as in hospitals, schools, public transportation, and so on. It has been proven that a semiconductor with photocatalytic properties such as TiO.sub.2 provides surfaces with self-disinfection mainly due to the generation of oxygen reactive species (O.sub.2.Math..sup.?, HO.sup..Math., HO.sub.2.sup..Math., H.sub.2O.sub.2, etc.) that interact with microorganism cells (like virus, bacteria, mold, etc.) breaking them down and decreasing their growing rate and survival.
TAKTL SC+ Panel Antiviral Evaluation
[0112] To determine the antiviral effects on TAKTL SC+, the ISO 18061-2014 standard was used. This test method is used for fine ceramics to determine the antiviral activity of semiconducting photocatalytic materials using bacteriophage Q-beta, which is a positive-strand RNA virus that infects bacteria like Escherichia coli. The tests were performed by the Tile Council of North America (TCNA) laboratory, employing a modified method to determine the effects of SC+ on human coronavirus surrogates 229E and OC43. Human coronavirus 229E is a species of coronavirus which infects humans and bats. It is an enveloped, positive-sense, single-stranded RNA virus which enters its host cell by binding to the APN receptor. Along with Human coronavirus OC43, 229E is a member of the genus Alphacoronavirus and subgenus Duvinacovirus and are structurally like SAR-COVID-19 virus, making them useful surrogates for this virus.
[0113] For this evaluation, ten 2?2 in., W15 SC+ smooth WH87 samples (Mix-B) were tested for antiviral determination. In this test, SC+ samples were inoculated with 0.15 ml of virus suspension (
[0114] Test conditions were 25+/?1? C. in temperature a 90% of humidity. Samples from panel surfaces after irradiation were recovered to produce agar virus supports that were incubated and tittered for virus infectivity with 10.sup.5 TCID50/ml solution and finally compared with control samples to determine the percentage reduction in viral charge.
[0115] Tables 7 and 8 display the results obtained with SC+ panels tested with two SAR-COVID-19 surrogates (HCoV-E229 and HCoV-OC43). As can be seen in these tables, the SC+ effectively deactivated both type of virus strains after 4-h of exposure. The experimental findings demonstrated that it is possible to inactivate coronavirus surrogates by means of the reported mechanism of degrading viral proteins by ROS species under the UV intensity and irradiation times applied in this investigation. Moreover, it is expected that SC+ surfaces will be able a further deactivate other microorganism as have been reported for model airborne viruses and bacteria like E. coli.
TABLE-US-00007 TABLE 7 ISO 18061-2014 results for human coronavirus 229E (HCoV-229E) Infectivity UV UV Percentage Cell Titer intensity radiation reduction Sample Virus line TCID50/ml (mW/cm.sup.2) time (h) * 1 HCoV- MRC-5 10.sup.5 0.25 4 100% 2 229E 99% 3 100% * Percentage reduction calculated per original infectivity titer of virus inoculum.
TABLE-US-00008 TABLE 8 ISO 18061-2014 results for human coronavirus OC43 (HCoV-OC43) Infectivity UV UV Percentage Cell Titer intensity radiation reduction Sample Virus line TCID50/ml (mW/cm.sup.2) time (h) * 1 HCoVO- HCT-8 10.sup.5 0.25 4 100% 2 C43 100% 3 100% * Percentage reduction calculated per original infectivity titer of virus inoculum.
TAKTL SC+ Panel Moss Growth Evaluation
[0116] Another important factor in the performance of a building fa?ade is maintenance during its service life. In this regard, buildings located in humid climates like the Pacific Northwest, present the significant problem of biofouling or the growth of mold, algae, and moss on the surface. Mold can be found everywhere and can grow on any material in the presence of moisture. Moss growth is typically more of a problem in outdoor environments except in case of a water leaks or very humid indoor environments such as atriums. The growth of the mold and moss occurs in the presence of porosity in the building materials that allow spores to lodge and grow. When the spores land on a building facade they start to reproduce all over the material and in some cases are very difficult to clean. Thus, there has been a need to develop fa?ade panels that prevent biofouling on their surface. As in the case of the antimicrobial properties demonstrated with SC+ panels in previous sections, it was expected that those same ROS effects will help to decrease or inactivate the mold by preventing moss spores' survival. This section evaluates moss growth on the surface of SC+ panels under conditions controlled to encourage its growth.
[0117] Several 6?4 in. TAKTL SC+ W10 (Mix-B) panels with Rough 1, cast and media-blast textures of diverse colors were used for the experiment (WH87, BO78, PL75, TI63 and TE52). A commercial mix of several moss spores was used. The common method used to grow moss in landscape architecture was employed to prepare the moss culture media. Equal amount of water and buttermilk were measured and blended in a pan-type container (
[0118] All ingredients were blended until a fine liquid mixture was achieved. Later, the mixture was painted in two layers on one half of each SC+ sample surface using a paintbrush (
[0119]
[0120] As can be seen in this figure, no moss growth is observed. On some samples, the buttermilk layer is not appreciable and a portion of the spores on the surface have been removed, as expected, since the ROS species inactivates any reproduction of spores, thus preventing moss growth. It is important to notice that, in general, standard UHPC surfaces are not an ideal environment for biofouling in any case, since UHPC is by definition a concrete with very low porosity and high alkalinity. Therefore, to complement this test series, a standard mold test such as ASTM G21 could be performed to verify the results. However, based on the moss and antiviral tests in this report and as demonstrated in other building materials doped with photocatalytic nanoparticles, it is expected that SC+ panels will be resistant to biofouling under light conditions that support photocatalytic activity.
Color and Weatherabilty (ASTM G155 and ASTM D2244)
[0121] In previous sections, the photocatalytic activity of SC+ panels have been demonstrated, based upon different model pollutant and microorganism resistance. Other important aspects of fa?ade panel performance are their aesthetics and the preservation of color over time. This test series is designed to determine the self-cleaning effect and the weatherability of architectural concrete through its resistance to the color fade of inorganic pigments and the formation of efflorescence.
[0122] To determine the resistance to efflorescence and color change caused by wet and dry cycles under the presence of light, two distinct evaluation methods were applied: 1) accelerated weathering test and 2) natural outdoor exposure.
TAKTL SC+ Panel Accelerated Weather Testing (ASTM G155)
[0123] For the determination of the effects on color and efflorescence potential under simulated weathering conditions, a Q-SUN Xe-2 Xenon Arc light weathering machine was used. The ASTM G155 standard method was applied using the exposure cycle 1. On this cycle a daylight filter with a wavelength of 340 nm and a light irradiance of 0.35 W/m.sup.2.Math.nm were applied to several rough 1 and media-blast 1.75?2 in. panel samples sealed with Microseal. Five colors (conventional and SC+ panels) were selected for the evaluation, WH87, BO78, PL75, SA72 and TI63.Over a total 500 hours of exposure, the panels were subjected to repeating 2-h cycles set at 102 min of light at 63? C. of black panel temperature followed by 18 min of light and water spray (air temperature not controlled). Color values before and after were measured by a Datacolor G45 Color photo spectrometer which provide color values using CIELAB color space (L, a, b), where L is the lightness of the color from Black (0) to White (100), a, is the tone from red (+50) to green (?50) and b is the tone from yellow (+50) to blue (?50). Color difference between the un-exposed and exposed samples were determined following ASTM D2244, which defines color difference ?E as:
[0124] Where ?L, ?a and ?b are the differences between the reference un-exposed color coordinates and the final values after 500-h of accelerated weathering exposure.
[0125] The results obtained for the accelerated weathering are displayed on
[0126] As can be seen in
[0127] This result is expected, since it has been reported that iron base pigments (Fe.sub.2O.sub.3, Fe.sub.3O.sub.4 and FeOOH) present electronic interaction (limiting or enhancing the e.sup.?-h.Math. pairs recombination) with photocatalytic pigments as they are also semiconductors in origin as Fe.sub.2O.sub.3 which present catalytic effects on visible light. These electronic interactions produced an accelerated oxidation of the pigments producing color fading and delaying the self-cleaning reaction. This is confirmed observing that the SC+ WH87 panels showed in some cases lower L value and higher b values characterized by degradation or organic pollutants (yellowing).
[0128] Similarly, yellow pigments (FeOOH) have been reported to leach more quickly to the surface as a result of its lighter density. It is believed that yellow pigments reacted with the reaction product from the environment, possibly producing calcium and iron nitrates or carbonates minerals that are easily washed out by the action of the water spray, which would explain the decreasing in b values for BO78 and SA72 color panels.
[0129] Despite the accelerated weathering results showing faster color fading under the accelerated test conditions, the results demonstrated one more time the photocatalytic properties of SC+ panels surface. However, based on these results it is expected that the self-cleaning effects would be higher on light color panels and slightly decreased on dark saturated or high yellow color that specifically contain high amounts of red iron oxide (Fe.sub.2O.sub.3) and yellow (FeOOH) pigments. Finally, it is important to note that no cracks, chalking or dusting of the panels were observed.
TAKTL SC+ Panel Natural Outdoor Weathering
[0130] The same color samples tested in the last section (WH87, BO78, PL75, SA72 and T163) were used for outdoor natural exposure tests. Conventional and SC+ 2?14 in. rough 1 samples with half of the surface mediablast and both sides having a Microseal finish were installed on TAKTL's outdoor testing rack located in Turtle Creek, PA for a period of 9 months. Initial color and color after exposure were measured again using a Datacolor G45 color photo spectrometer, with the color change calculated based on the ASTM D2244 standard.
[0131] Contrary to the results accelerated weather conditions in which a lightening of the panels was evident, under natural exposure conditions, a darkening or decrease on L values was actually observed for all panels, except for only the TI63 SC+ panel (gray) with mediablast finish that produced a ?L of 0.25 points (lower than standard error). Slight darkening of the panels is expected as the hydration degree of the concrete panels surface increases with time, changing the color saturation and normally darkening the tone. Again, different color changes are also observed which were color and pigment depended. For WH87 panel tone (white), the SC+ showed the already explained effects of yellowing due to the degradation of pollutant on the surface (increase in a and b scale). The increase on a and b scale is also reflected on the slight decrease on L values.
[0132] This is direct evidence of the photocatalytic effects on the surface. Similar behavior was observed for SC+ panels with PL75 tones (very light gray). For panels with colors that use yellow pigment on their composition (BO78, SA72 and TI63) a decrease in yellowness is evident and, in some cases, there is no appreciable color difference between conventional panels and SC+ (case BO78 and SA72). The reasons for this result have been explained previously herein, namely, the leaching and mineralization of iron hydroxide (FeOOH) particles from the surface due to their lighter density compared with other types of pigments. As explained on the ISO 10678 tests performed, the presence of iron-based pigments appears to delay or interfere to some degree with the self-cleaning effects, as compared to panels made with WH87 white pigments (
[0133] Based on the accelerated and natural outdoor weathering testing, it is expected that the color of SC+ panels would be better preserved over a longer period than non-SC+ panels due to their self-cleaning and pollutant degradation properties. The precise long-term color variation is still unknown, but it is not expected that the color change surpasses the AAMA 2605-13 [43] specification of a maximum ?E of 5 points after 10 years of natural exposure since the observed color changes appear to stabilize after 9 months of outdoor conditions. No cracks, chalking or visual degradation have been observed during the period of the test.