E ﬀ ect of Cu, Cr, S Doped TiO 2 for Transparent Plastic Bar Reinforced Concrete

Featured Application: Optimum TiO 2 incorporation in mix design of UHPC and application of doped TiO 2 to improve the photocatalytic reactivity of transparent plastic bar reinforced concrete. Abstract: In this study, after firing and powdering Cu, Cr, and S with NP-400 TiO 2 , an NO x removal rate test was performed according to the ISO test method to analyze the photocatalytic reactivity in visible light. The distribution of the photocatalyst and visible light reactivity on the surface of the test specimen were confirmed through SEM (Scanning electron microscope), EDS (Energy dispersive spectroscopy), XRD (X-ray diffraction), UV-visible absorption spectrum and energy band gap tests. The flowability of UHPC (Ultra high performance concrete) slightly decreased due to the increase in the photocatalyst mixing rate, but both J-Ring and L-Box test results showed that there is no problem when concrete is placed. As a result of SEM and EDS tests, good microstructure and peak values were confirmed in the test specimens doped with Cu, and as a result of the XRD test, anatase and rutile peaks were confirmed in the Cu, Cr, and S specimens. In the UV-visible absorption spectrum analysis, it was confirmed that only the specimen doped with Cu maintains a high absorption power of 0.8 up to 700 nm, and the inherent band gaps are reduced to 2.9 eV, thereby increasing the possibility of reaction in visible light. Finally, as a result of the NO x removal test by the ISO test method, about 15.8% was removed for 5 h in the specimen doped with Cu, and the removal efficiency is estimated to be possible up to about 25% when applied with the TPBRC (transparent plastic bar reinforced concrete).


Introduction
In the 1960s, Akira Fujishima et al. demonstrated that TiO 2 photocatalyst was found to have a powerful oxidation effect by hydroxyl radical [1]. Although it has various advantages, such as anti-corrosion action, removal of harmful substances, and super-hydrophilicity, it is difficult to use indoors because it has a strong photocatalysis reaction in ultraviolet areas (under 380 nm). As a result, there is active research to develop photocatalytic compounds that can react in visible light areas around the world [2][3][4][5][6][7][8][9][10][11][12][13][14][15][16]. For example, a lot of research has been done, such as doping using the solgel method and calcination by mixing metal or non-metal with a photocatalyst. In the field of architecture, shortening construction periods and cost cutting are very important factors. Therefore, the minimum process required was to manufacture the doped photocatalyst through simple calcination and milling [2][3][4]. In Korea, research by Kim Hwa-Jung et al. reported that a photocatalyst doped with Cu, Cr, and S removes harmful substances such as nitrogen oxides in the visible light region [5,9,12].
A KA-100 photocatalyst and transition metals such as Cu, Cr, and Fe were calcined at 1000 • C to verify reactivity in the visible light region and performance of removing harmful substances. As mentioned earlier, in the field of construction, shortening the construction period and reducing costs are very important factors, so this study aimed to use relatively inexpensive doping materials such as Cu, Cr, S and manufacture the photocatalyst doped by the high temperature calcination method [9].
TPBRC (Transparent plastic bar reinforced concrete) is a kind of light transmitting concrete that was developed in Korea, by arranging plastic bars into concrete. They can be expressed in various ways, such as text, pictures, etc. [17]. However, for concrete reinforced with plastic bars, the difference between the sleek surface of the plastic bar and the concrete matrix caused the mechanical performance to deteriorate and the plastic bar in the interface to slip [18,19]. Furthermore, the flowability of concrete is an important problem because plastic bars are inserted into the concrete matrix. Therefore, the UHPC (Ultra high performance concrete) materials started to be applied to various indoor spaces [20][21][22][23][24]. Transparent plastic bar reinforced concrete can be filled with different kinds of plastic type. This means the loss of a section of photocatalyst-incorporated concrete. However, TPBRC can be said to increase the area and efficiency of the photocatalysis reaction because there is a light transmitted concrete surface as well as a light transmitting concrete surface.
In order to utilize this advantage, this study intends to secure a TiO 2 -incorporated UHPC mix and use it in the transparent plastic bar reinforced concrete. In addition, it is intended to produce a visible light-reactive photocatalyst whose process is through calcination at high temperature. The final purpose of the study is to find out the possibility of the utilization of TPBRC advantages by estimating the NOx removal performance.

Procedure of Transparent Plastic Bar Reinforced Concrete
Transparent plastic bar reinforced concrete is produced through the process shown in Figure 1. Arranging hard plastic rods is an easier task than arranging soft optical fibers. Form assembly is completed by attaching plastic rods to the side plates and closing the magnetic plates. Figure 2 shows that it has excellent light transmittance and broad usability with the arrangement of plastic rods. However, as mentioned in the introduction, the strength and durability were significantly reduced. First, strength was reduced due to heterogeneous material properties at the adhesion interface of the plastic and concrete. Second, strength reduction could not be overcome with ordinary concrete materials. Therefore, UHPC was applied to restore the matrix strength of the concrete-transparent plastic bar.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 2 of 14 region [5,9,12]. A KA-100 photocatalyst and transition metals such as Cu, Cr, and Fe were calcined at 1000 °C to verify reactivity in the visible light region and performance of removing harmful substances. As mentioned earlier, in the field of construction, shortening the construction period and reducing costs are very important factors, so this study aimed to use relatively inexpensive doping materials such as Cu, Cr, S and manufacture the photocatalyst doped by the high temperature calcination method [9]. TPBRC (Transparent plastic bar reinforced concrete) is a kind of light transmitting concrete that was developed in Korea, by arranging plastic bars into concrete. They can be expressed in various ways, such as text, pictures, etc. [17]. However, for concrete reinforced with plastic bars, the difference between the sleek surface of the plastic bar and the concrete matrix caused the mechanical performance to deteriorate and the plastic bar in the interface to slip [18,19]. Furthermore, the flowability of concrete is an important problem because plastic bars are inserted into the concrete matrix. Therefore, the UHPC (Ultra high performance concrete) materials started to be applied to various indoor spaces [20][21][22][23][24]. Transparent plastic bar reinforced concrete can be filled with different kinds of plastic type. This means the loss of a section of photocatalyst-incorporated concrete. However, TPBRC can be said to increase the area and efficiency of the photocatalysis reaction because there is a light transmitted concrete surface as well as a light transmitting concrete surface.
In order to utilize this advantage, this study intends to secure a TiO2-incorporated UHPC mix and use it in the transparent plastic bar reinforced concrete. In addition, it is intended to produce a visible light-reactive photocatalyst whose process is through calcination at high temperature. The final purpose of the study is to find out the possibility of the utilization of TPBRC advantages by estimating the NOx removal performance.

Procedure of Transparent Plastic Bar Reinforced Concrete
Transparent plastic bar reinforced concrete is produced through the process shown in Figure 1. Arranging hard plastic rods is an easier task than arranging soft optical fibers. Form assembly is completed by attaching plastic rods to the side plates and closing the magnetic plates. Figure 2 shows that it has excellent light transmittance and broad usability with the arrangement of plastic rods. However, as mentioned in the introduction, the strength and durability were significantly reduced. First, strength was reduced due to heterogeneous material properties at the adhesion interface of the plastic and concrete. Second, strength reduction could not be overcome with ordinary concrete materials. Therefore, UHPC was applied to restore the matrix strength of the concrete-transparent plastic bar.  [17,19]. Figure 1. Procedure of transparent plastic bar reinforced concrete [17,19].

Materials
UHPC materials ( Figure 3) and methods of mixing are diversified, and the K-UHPC material developed by KICT (Korea Institute of Construction Technology) was utilized in this research [23,24]. Silica fume was used from Dongnam with a specific surface area of 200,000 cm 3 /g and a density of 2.10; due to the high specific surface area, which is about 70 times as large as cement, it affects longterm strength enhancement. Silica sand of ACS Corporation, which contains 99.5% or more SiO2 with an elevation of 100 to 600 μm without the use of coarse aggregate, was used. The high SiO2 component has an advantage in the adhesion between aggregates and paste. The filling material was also a silicabased product with a diameter of 5 to 25 mm. This has a slight reactivity and acts as a filler [24]. Using polycarbonic acid system superplasticizer, excellent dispersion of the particulates and workability were ensured, and consequently, the flowability and self-consolidating performance of concrete were sought [22]. PVA fibers (polyvinyl alcohol fiber) were 0.2% of the concrete volume in the previous study for the purpose of enhancing material separation prevention and durability. Therefore, it was decided that it would not adversely affect flowability or dispersion of materials, and an experiment was conducted by incorporating 0.2% of the concrete volume. Basically, NP-400 photocatalyst has an anatase phase and a similar weight to cement. Metal and non-metallic specimens were prepared for incorporation in NP-400 TiO2 and their properties are as follows in Table 1.

Materials
UHPC materials ( Figure 3) and methods of mixing are diversified, and the K-UHPC material developed by KICT (Korea Institute of Construction Technology) was utilized in this research [23,24]. Silica fume was used from Dongnam with a specific surface area of 200,000 cm 3 /g and a density of 2.10; due to the high specific surface area, which is about 70 times as large as cement, it affects long-term strength enhancement. Silica sand of ACS Corporation, which contains 99.5% or more SiO 2 with an elevation of 100 to 600 µm without the use of coarse aggregate, was used. The high SiO 2 component has an advantage in the adhesion between aggregates and paste. The filling material was also a silica-based product with a diameter of 5 to 25 mm. This has a slight reactivity and acts as a filler [24]. Using polycarbonic acid system superplasticizer, excellent dispersion of the particulates and workability were ensured, and consequently, the flowability and self-consolidating performance of concrete were sought [22]. PVA fibers (polyvinyl alcohol fiber) were 0.2% of the concrete volume in the previous study for the purpose of enhancing material separation prevention and durability. Therefore, it was decided that it would not adversely affect flowability or dispersion of materials, and an experiment was conducted by incorporating 0.2% of the concrete volume. Basically, NP-400 photocatalyst has an anatase phase and a similar weight to cement. Metal and non-metallic specimens were prepared for incorporation in NP-400 TiO 2 and their properties are as follows in Table 1.

Materials
UHPC materials ( Figure 3) and methods of mixing are diversified, and the K-UHPC material developed by KICT (Korea Institute of Construction Technology) was utilized in this research [23,24]. Silica fume was used from Dongnam with a specific surface area of 200,000 cm 3 /g and a density of 2.10; due to the high specific surface area, which is about 70 times as large as cement, it affects longterm strength enhancement. Silica sand of ACS Corporation, which contains 99.5% or more SiO2 with an elevation of 100 to 600 μm without the use of coarse aggregate, was used. The high SiO2 component has an advantage in the adhesion between aggregates and paste. The filling material was also a silicabased product with a diameter of 5 to 25 mm. This has a slight reactivity and acts as a filler [24]. Using polycarbonic acid system superplasticizer, excellent dispersion of the particulates and workability were ensured, and consequently, the flowability and self-consolidating performance of concrete were sought [22]. PVA fibers (polyvinyl alcohol fiber) were 0.2% of the concrete volume in the previous study for the purpose of enhancing material separation prevention and durability. Therefore, it was decided that it would not adversely affect flowability or dispersion of materials, and an experiment was conducted by incorporating 0.2% of the concrete volume. Basically, NP-400 photocatalyst has an anatase phase and a similar weight to cement. Metal and non-metallic specimens were prepared for incorporation in NP-400 TiO2 and their properties are as follows in Table 1.

Test Procedure
The study was conducted in the order shown in Figure 4. First, for the purpose of application of transparent plastic bar reinforced concrete, the optimal mix design was carried out by incorporating NP-400 TiO 2 into the UHPC mix. Flowability and self-consolidating performance were verified by performing the slump flow test, J-Ring test, and L-Box test. In addition, the compressive strength and flexural strength test were conducted to observe the variation in the mechanical performance according to the photocatalyst incorporating ratio. Secondly, photocatalyst doping tests were conducted. Microstructural characterization was carried out with an SEM (Scanning electron microscope) and X-ray diffractometer to confirm doping results and phase changes. In addition, using UV/VIS Spectrophotometer, absorbance and band-gap energy data were used to determine whether each doped photocatalyst was available in the visible light area. The air purification performance of the doped photocatalyst specimens in visible light irradiation was tested. Finally, as the parameters and equations of the transparent plastic bar reinforced concrete were arranged, NO removal of visible light-reactive TPBRC was estimated.

Test Procedure
The study was conducted in the order shown in Figure 4. First, for the purpose of application of transparent plastic bar reinforced concrete, the optimal mix design was carried out by incorporating NP-400 TiO2 into the UHPC mix. Flowability and self-consolidating performance were verified by performing the slump flow test, J-Ring test, and L-Box test. In addition, the compressive strength and flexural strength test were conducted to observe the variation in the mechanical performance according to the photocatalyst incorporating ratio. Secondly, photocatalyst doping tests were conducted. Microstructural characterization was carried out with an SEM (Scanning electron microscope) and X-ray diffractometer to confirm doping results and phase changes. In addition, using UV/VIS Spectrophotometer, absorbance and band-gap energy data were used to determine whether each doped photocatalyst was available in the visible light area. The air purification performance of the doped photocatalyst specimens in visible light irradiation was tested. Finally, as the parameters and equations of the transparent plastic bar reinforced concrete were arranged, NO removal of visible light-reactive TPBRC was estimated.

Mixing Design and Test Methods
In previous studies, the UHPC mix for use in transparent plastic bar reinforced concrete was determined to be 30% w/c and utilized excellent flowability. Thus, in this study, 30% w/c mix proportion was conducted by replacing the TiO2 photocatalyst with a weight ratio of 0 to 5% as shown in Table 2. The flowability of concrete was confirmed according to ASTM C 1611/C1611M [25]. J-Ring passing ability was measured in accordance with ASTM C1621/C1621M [26] and its measurement criteria are as follows in Table 3. The L-Box passing ability was measured in accordance with BS EN 12350-10:2010 [27]. The compressive strength test was conducted in accordance with KS F 2405:2010 [28]. The flexural strength test was measured according to KS F 2408:2016 [29].

Mixing Design and Test Methods
In previous studies, the UHPC mix for use in transparent plastic bar reinforced concrete was determined to be 30% w/c and utilized excellent flowability. Thus, in this study, 30% w/c mix proportion was conducted by replacing the TiO 2 photocatalyst with a weight ratio of 0 to 5% as shown in Table 2. The flowability of concrete was confirmed according to ASTM C 1611/C1611M [25]. J-Ring passing ability was measured in accordance with ASTM C1621/C1621M [26] and its measurement criteria are as follows in Table 3. The L-Box passing ability was measured in accordance with BS EN 12350-10:2010 [27]. The compressive strength test was conducted in accordance with KS F 2405:2010 [28]. The flexural strength test was measured according to KS F 2408:2016 [29].

Doping TiO 2 Photocatalyst
As shown in Figure 5a-c, each doping material was incorporated into TiO 2 . TiO 2 , doping materials (Cu, Cr, S), and distilled water were prepared as a weight ratio of 1:0.05:1. Then, it was stirred for five minutes to make the suspension and calcinated at 1000 • C for 24 h. After cooling for 24 h, the specimens were taken out of the calciner. The specimens were crushed into an iron mortar and then sieved with 75 µm as shown in Figure 5. X-ray diffraction (XRD) patterns were obtained using a Bruker D8 Advance X-ray diffractometer. The absorption spectra of specimens at 200 to 700 nm were measured using JASCO V-570 UV/VIS spectroscopy.

Doping TiO2 Photocatalyst
As shown in Figure 5a-c, each doping material was incorporated into TiO2. TiO2, doping materials (Cu, Cr, S), and distilled water were prepared as a weight ratio of 1:0.05:1. Then, it was stirred for five minutes to make the suspension and calcinated at 1000 °C for 24 h. After cooling for 24 h, the specimens were taken out of the calciner. The specimens were crushed into an iron mortar and then sieved with 75 μm as shown in Figure 5. X-ray diffraction (XRD) patterns were obtained using a Bruker D8 Advance X-ray diffractometer. The absorption spectra of specimens at 200 to 700 nm were measured using JASCO V-570 UV/VIS spectroscopy.

Photocatalytic NO Removal Performance Test
The doped TiO2-incorporated concrete specimen was placed in a 50 mm × 100 mm × 5 mm mold according to the ISO 17168-1-a test method for air purification performance of semiconducting photocatalytic materials under indoor lighting environments [30]. The chamber was configured to continuously supply the test gas, and the gas flow rate was adjusted to be 3.0 L/min. Pretreatment

Photocatalytic NO Removal Performance Test
The doped TiO 2 -incorporated concrete specimen was placed in a 50 mm × 100 mm × 5 mm mold according to the ISO 17168-1-a test method for air purification performance of semiconducting photocatalytic materials under indoor lighting environments [30]. The chamber was configured to continuously supply the test gas, and the gas flow rate was adjusted to be 3.0 L/min. Pretreatment was performed as specified in the standard, and a nitrogen oxide removal test was conducted for 5 h.

Optimum Mix Design Results
The results of the slump flow test confirmed a decrease in the level of the slump flow as the photocatalyst incorporation rate increased, as shown in Figure 6 and Table 4. This is believed to be due to the fineness of the photocatalyst and the small diameter, which reduced the micro-pore in the concrete and rolled as a filler. The J-Ring test (Figure 7 and Table 4) indicates that there was no problem with material dispersion, as it was considered that the J-Ring test had a good passing ability of no more than 25 mm in all specimens. The L-Box test (Figure 7 and Table 4) found that P-0 to P-4 showed a passing ability of no less than 0.8 but that P-5 had a passing ability of 0.57. This was considered to be a temporary phenomenon due to the high viscosity of concrete due to longer experimental times, and it was evaluated that it had excellent self-consolidation performance, such as the slump flow test and J-Ring test results. The results of the compressive strength test (Figure 8) confirmed that the compressive strength exceeds 100 MPa at the TiO 2 incorporation rate of 0 to 5%. The compressive strength was also shown to increase slightly with the increase in TiO 2 incorporation rate. It is suggested that this is because a photocatalyst with a 30 nm nanoparticle charged the micro-pore of concrete [24]. Flexural strength test results (Figure 8) show that the values are 7.0 to 8.4 MPa. It is considered that the photocatalyst incorporation did not significantly affect the flexural performance.

Optimum Mix Design Results
The results of the slump flow test confirmed a decrease in the level of the slump flow as the photocatalyst incorporation rate increased, as shown in Figure 6 and Table 4. This is believed to be due to the fineness of the photocatalyst and the small diameter, which reduced the micro-pore in the concrete and rolled as a filler. The J-Ring test (Figure 7 and Table 4) indicates that there was no problem with material dispersion, as it was considered that the J-Ring test had a good passing ability of no more than 25 mm in all specimens. The L-Box test (Figure 7 and Table 4) found that P-0 to P-4 showed a passing ability of no less than 0.8 but that P-5 had a passing ability of 0.57. This was considered to be a temporary phenomenon due to the high viscosity of concrete due to longer experimental times, and it was evaluated that it had excellent self-consolidation performance, such as the slump flow test and J-Ring test results. The results of the compressive strength test (Figure 8) confirmed that the compressive strength exceeds 100 MPa at the TiO2 incorporation rate of 0 to 5%. The compressive strength was also shown to increase slightly with the increase in TiO2 incorporation rate. It is suggested that this is because a photocatalyst with a 30-nm nanoparticle charged the micropore of concrete [24]. Flexural strength test results (Figure 8) show that the values are 7.0 to 8.4 MPa. It is considered that the photocatalyst incorporation did not significantly affect the flexural performance.

Doping TiO2 Photocatalyst Results
Calcination changed to TiO2 with mass, as shown in Figure 9a. As demonstrated in Figure 9b,c, the specimens were ground to 75 micrometers and 30 nm particles with an attrition mill. The microstructural characterization of doped TiO2 specimens was carried out via SEM. Figures 10 and  11 show the SEM images and EDS (Energy dispersive spectroscopy) spectrum of the doped TiO2 specimens. As shown in Figure 10, the Cu-doped TiO2 sample appears to be the most homogeneous, followed by Cr-doped TiO2, then the S-doped TiO2 sample. It is confirmed that the Cu-doped TiO2 sample has a relatively good dispersibility of nanoparticles in Figure 10a. According to the EDS spectrum in Figure 11, it was found that the S-doped TiO2 sample had little sulfur content. As a result of the X-ray diffraction, TiO2 has not gone through any process and has been identified to represent the anatase peak as shown in Figure 12. An anatase peak and Cu peak were found in Cu-doped TiO2 specimens. On the other hand, the Cr-doped TiO2 and S-doped TiO2 specimens were composed of two types, an anatase peak and a rutile peak, and a Cr peak and S peak appeared. It was confirmed that TiO2 can be doped by a simple process for calcination at 1000 °C for 24 h. Figure 13 shows the UV-visible absorption spectrum and Figure 14 shows the energy band gap of TiO2 specimens by Tauc plot. Since Figure 13d is a non-doped anatase type TiO2, it was confirmed that the absorption rapidly decreased from 350 to 380 nm. Figure 13a-c all show an increase in absorbance compared to Figure  13d. Figure 13a has confirmed that Cu-doped TiO2 has strong absorption bands up to 700 nm. It was

Doping TiO2 Photocatalyst Results
Calcination changed to TiO2 with mass, as shown in Figure 9a. As demonstrated in Figure 9b,c, the specimens were ground to 75 micrometers and 30 nm particles with an attrition mill. The microstructural characterization of doped TiO2 specimens was carried out via SEM. Figures 10 and  11 show the SEM images and EDS (Energy dispersive spectroscopy) spectrum of the doped TiO2 specimens. As shown in Figure 10, the Cu-doped TiO2 sample appears to be the most homogeneous, followed by Cr-doped TiO2, then the S-doped TiO2 sample. It is confirmed that the Cu-doped TiO2 sample has a relatively good dispersibility of nanoparticles in Figure 10a. According to the EDS spectrum in Figure 11, it was found that the S-doped TiO2 sample had little sulfur content. As a result of the X-ray diffraction, TiO2 has not gone through any process and has been identified to represent the anatase peak as shown in Figure 12. An anatase peak and Cu peak were found in Cu-doped TiO2 specimens. On the other hand, the Cr-doped TiO2 and S-doped TiO2 specimens were composed of two types, an anatase peak and a rutile peak, and a Cr peak and S peak appeared. It was confirmed that TiO2 can be doped by a simple process for calcination at 1000 °C for 24 h. Figure 13 shows the UV-visible absorption spectrum and Figure 14 shows the energy band gap of TiO2 specimens by Tauc plot. Since Figure 13d is a non-doped anatase type TiO2, it was confirmed that the absorption rapidly decreased from 350 to 380 nm.

Doping TiO 2 Photocatalyst Results
Calcination changed to TiO 2 with mass, as shown in Figure 9a. As demonstrated in Figure 9b,c, the specimens were ground to 75 micrometers and 30 nm particles with an attrition mill. The microstructural characterization of doped TiO 2 specimens was carried out via SEM. Figures 10 and 11 show the SEM images and EDS (Energy dispersive spectroscopy) spectrum of the doped TiO 2 specimens. As shown in Figure 10, the Cu-doped TiO 2 sample appears to be the most homogeneous, followed by Cr-doped TiO 2 , then the S-doped TiO 2 sample. It is confirmed that the Cu-doped TiO 2 sample has a relatively good dispersibility of nanoparticles in Figure 10a. According to the EDS spectrum in Figure 11, it was found that the S-doped TiO 2 sample had little sulfur content. As a result of the X-ray diffraction, TiO 2 has not gone through any process and has been identified to represent the anatase peak as shown in Figure 12. An anatase peak and Cu peak were found in Cu-doped TiO 2 specimens. On the other hand, the Cr-doped TiO 2 and S-doped TiO 2 specimens were composed of two types, an anatase peak and a rutile peak, and a Cr peak and S peak appeared. It was confirmed that TiO 2 can be doped by a simple process for calcination at 1000 • C for 24 h. Figure 13 shows the UV-visible absorption spectrum and Figure 14 shows the energy band gap of TiO 2 specimens by Tauc plot. Since Figure 13d is a non-doped anatase type TiO 2 , it was confirmed that the absorption rapidly decreased from 350 to 380 nm. Figure 13a-c all show an increase in absorbance compared to Figure 13d. Figure 13a has confirmed that Cu-doped TiO 2 has strong absorption bands up to 700 nm.
It was also confirmed that in Figure 14a, inherent band gaps of TiO 2 were reduced from 3.3 to 2.8 eV. Cr-doped TiO 2 confirmed a rise in absorbance at Figure 14b and a decrease in band gaps from 3.3 to 3.0 eV at Figure 14b. From 400 nm, the absorbance tended to gradually decrease, indicating a somewhat lower absorbance of 0.2. S-doped TiO 2 showed somewhat minor visible light reactivity compared to other specimens in Figure 13c. As shown in Figure 14c, the bandgap was not much improved as 3.2 eV. Accordingly, it is expected that utilizing Cu in transparent bar reinforced concrete production in the future will improve indoor air quality due to its excellent visible light absorption performance.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 8 of 14 also confirmed that in Figure 14a, inherent band gaps of TiO2 were reduced from 3.3 to 2.8 eV. Crdoped TiO2 confirmed a rise in absorbance at Figure 14b and a decrease in band gaps from 3.3 to 3.0 eV at Figure 14b. From 400 nm, the absorbance tended to gradually decrease, indicating a somewhat lower absorbance of 0.2. S-doped TiO2 showed somewhat minor visible light reactivity compared to other specimens in Figure 13c. As shown in Figure 14c, the bandgap was not much improved as 3.2 eV. Accordingly, it is expected that utilizing Cu in transparent bar reinforced concrete production in the future will improve indoor air quality due to its excellent visible light absorption performance.   Appl. Sci. 2020, 10, x FOR PEER REVIEW 8 of 14 also confirmed that in Figure 14a, inherent band gaps of TiO2 were reduced from 3.3 to 2.8 eV. Crdoped TiO2 confirmed a rise in absorbance at Figure 14b and a decrease in band gaps from 3.3 to 3.0 eV at Figure 14b. From 400 nm, the absorbance tended to gradually decrease, indicating a somewhat lower absorbance of 0.2. S-doped TiO2 showed somewhat minor visible light reactivity compared to other specimens in Figure 13c. As shown in Figure 14c, the bandgap was not much improved as 3.2 eV. Accordingly, it is expected that utilizing Cu in transparent bar reinforced concrete production in the future will improve indoor air quality due to its excellent visible light absorption performance.    also confirmed that in Figure 14a, inherent band gaps of TiO2 were reduced from 3.3 to 2.8 eV. Crdoped TiO2 confirmed a rise in absorbance at Figure 14b and a decrease in band gaps from 3.3 to 3.0 eV at Figure 14b. From 400 nm, the absorbance tended to gradually decrease, indicating a somewhat lower absorbance of 0.2. S-doped TiO2 showed somewhat minor visible light reactivity compared to other specimens in Figure 13c. As shown in Figure 14c, the bandgap was not much improved as 3.2 eV. Accordingly, it is expected that utilizing Cu in transparent bar reinforced concrete production in the future will improve indoor air quality due to its excellent visible light absorption performance.

Results of Photocatlaytic NO Removal Removal Test
A photocatalytic NO removal test was conducted with each doped TiO2 concrete specimen of 50 mm × 100 mm × 10 mm, as shown in Figure 15b. It was found that 15.8% of the total amount of NO was reduced by Cu-doped TiO2 specimen during 5 h of 455 nm blue LED visible light irradiation by removing 6.4 μmol out of 40.2 μmol supplied. For Cr-doped TiO2 and S-doped TiO2 specimens, 1% of the total amount of NO was reduced by removing 0.4-0.5 μmol. It was confirmed that the OPC

Results of Photocatlaytic NO Removal Removal Test
A photocatalytic NO removal test was conducted with each doped TiO2 concrete specimen of 50 mm × 100 mm × 10 mm, as shown in Figure 15b. It was found that 15.8% of the total amount of NO was reduced by Cu-doped TiO2 specimen during 5 h of 455 nm blue LED visible light irradiation by removing 6.4 μmol out of 40.2 μmol supplied. For Cr-doped TiO2 and S-doped TiO2 specimens, 1% of the total amount of NO was reduced by removing 0.4-0.5 μmol. It was confirmed that the OPC

Results of Photocatlaytic NO Removal Removal Test
A photocatalytic NO removal test was conducted with each doped TiO2 concrete specimen of 50 mm × 100 mm × 10 mm, as shown in Figure 15b. It was found that 15.8% of the total amount of NO was reduced by Cu-doped TiO2 specimen during 5 h of 455 nm blue LED visible light irradiation by removing 6.4 μmol out of 40.2 μmol supplied. For Cr-doped TiO2 and S-doped TiO2 specimens, 1% of the total amount of NO was reduced by removing 0.4-0.5 μmol. It was confirmed that the OPC

Results of Photocatlaytic NO Removal Removal Test
A photocatalytic NO removal test was conducted with each doped TiO 2 concrete specimen of 50 mm × 100 mm × 10 mm, as shown in Figure 15b. It was found that 15.8% of the total amount of NO was reduced by Cu-doped TiO 2 specimen during 5 h of 455 nm blue LED visible light irradiation by removing 6.4 µmol out of 40.2 µmol supplied. For Cr-doped TiO 2 and S-doped TiO 2 specimens, 1% of the total amount of NO was reduced by removing 0.4-0.5 µmol. It was confirmed that the OPC (non-incorporated TiO 2 ) specimen could hardly remove NO. This shows the Cu-doped TiO 2 specimen has some apparent photocatalytic NO removal performance compared to that of Cr-and S-doped TiO 2 specimens. The Cu-doped TiO 2 test result is judged to be an active photocatalytic reaction from homogeneity of microstructure and well dispersed nanoparticles in the reaction surface ( Figure 10) showing a well composed anatase phase and Cu peak ( Figure 12). In Figures 13 and 14, doping of Cu, Cr, and S contributed to reducing the difference between the conduction and valence bands of titanium dioxide. In particular, as the band gap energy of the Cu sample showed a large decrease, it was judged that it showed excellent NO removal performance in visible light irradiation.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 10 of 14 (non-incorporated TiO2) specimen could hardly remove NO. This shows the Cu-doped TiO2 specimen has some apparent photocatalytic NO removal performance compared to that of Cr-and S-doped TiO2 specimens. The Cu-doped TiO2 test result is judged to be an active photocatalytic reaction from homogeneity of microstructure and well dispersed nanoparticles in the reaction surface ( Figure 10) showing a well composed anatase phase and Cu peak ( Figure 12). In Figures 13 and 14, doping of Cu, Cr, and S contributed to reducing the difference between the conduction and valence bands of titanium dioxide. In particular, as the band gap energy of the Cu sample showed a large decrease, it was judged that it showed excellent NO removal performance in visible light irradiation.

Photocatlaytic Reaction Mechanism of Transparent Plastic Bar Reinforced Concrete
According to Figure 16, ordinary photocatalytic concrete can only experience the decontamination effect of photocatalysts on the incident side (Si) of light. On the other hand, in the case of transparent plastic bar reinforced concrete, light can be transmitted through plastic bars so that light can be transmitted to the other side to maximize the photocatalyst reaction area [20]. The parameters and equations related to this are organized as shown in Figure 17 and Equations (1) and (2) below. The spacing of plastic bars is called Ii and the diameter is denoted by Di. The length of the concrete block incident cross section is L and the height is H. The number of bars according to the diameter of the bars was called NDi, and the photocatalyst reaction area was indicated as Pa. Since the plastics used in this study are PMMA (Poly methyl methacrylate) acrylics and generally have a light transmittance of 92%, the light transmittance of plastic bars, Tacrylic, applied 0.92 [31,32]. Taking 100 mm × 300 mm concrete blocks as an example, as shown in Figure 18, the ordinary photocatalytic concrete can undergo photocatalyst reaction in all areas of the incident side, resulting in a 100% Pa, but the transparent plastic bar reinforced concrete is inserted with 50EA 10 mm bars, accounting for 13% of the concrete cross section, reducing Pa to 87%. However, light can reach the transmission side (St), indicating that 87% of the incident surface and 80% of the transmission surface have a total of 160% or more Pa when Equation (1) is applied. Transparent plastic bar reinforced concrete will be able to exert photocatalyst efficiency beyond ordinary photocatalytic concrete by the presence of light

Photocatlaytic Reaction Mechanism of Transparent Plastic Bar Reinforced Concrete
According to Figure 16, ordinary photocatalytic concrete can only experience the decontamination effect of photocatalysts on the incident side (S i ) of light. On the other hand, in the case of transparent plastic bar reinforced concrete, light can be transmitted through plastic bars so that light can be transmitted to the other side to maximize the photocatalyst reaction area [20]. The parameters and equations related to this are organized as shown in Figure 17 and Equations (1) and (2) below. The spacing of plastic bars is called I i and the diameter is denoted by D i . The length of the concrete block incident cross section is L and the height is H. The number of bars according to the diameter of the bars was called N Di , and the photocatalyst reaction area was indicated as P a . Since the plastics used in this study are PMMA (Poly methyl methacrylate) acrylics and generally have a light transmittance of 92%, the light transmittance of plastic bars, T acrylic , applied 0.92 [31,32]. Taking 100 mm × 300 mm concrete blocks as an example, as shown in Figure 18, the ordinary photocatalytic concrete can undergo photocatalyst reaction in all areas of the incident side, resulting in a 100% P a , but the transparent plastic bar reinforced concrete is inserted with 50EA 10 mm bars, accounting for 13% of the concrete cross section, reducing P a to 87%. However, light can reach the transmission side (S t ), indicating that 87% of the incident surface and 80% of the transmission surface have a total of 160% or more P a when Equation (1) is applied. Transparent plastic bar reinforced concrete will be able to exert photocatalyst efficiency beyond ordinary photocatalytic concrete by the presence of light transmittance, which will be a good example of utilizing light diffusion indoors in a positive direction.
Appl. Sci. 2020, 10, x FOR PEER REVIEW 11 of 14 transmittance, which will be a good example of utilizing light diffusion indoors in a positive direction.

Estimation of Efficiency of Visible Light Response Photocatalytic Transparent Bar Reinforced Concrete
As a result of the NO removal test of the Cu-doped TiO2-incorporated concrete specimen in Figure 15b, 15.8% of NO was removed. In comparison, in the case of the existing reference that manufactures cement test specimens based on P25 photocatalyst, materials such as solvent toluene and oleylamine are required, as well as a complicated manufacturing process. Since the photocatalytic cement has a similar ability to remove nitrogen oxides under visible light irradiation (approximately 15%) as the photocatalytic concrete in this study, it can be judged that the utilization of visible light photocatalytic concrete produced by an economical and simple method in this study is high [33]. Based on this, Figure 18 shows the effect of increasing the photocatalytic reaction area that occurs when 50 transparent plastic bars with a diameter of 10 mm are penetrated into a concrete block with a size of 100 mm × 300 mm. As described in Section 4.1, the 100 mm × 300 mm concrete block has a photocatalytic reaction area of 160%, so it is inferred that about 25.3% of NO can be removed. As a result of the NO removal test of the Cr-doped TiO2 and S-doped TiO2 concrete transmittance, which will be a good example of utilizing light diffusion indoors in a positive direction.

Estimation of Efficiency of Visible Light Response Photocatalytic Transparent Bar Reinforced Concrete
As a result of the NO removal test of the Cu-doped TiO2-incorporated concrete specimen in Figure 15b, 15.8% of NO was removed. In comparison, in the case of the existing reference that manufactures cement test specimens based on P25 photocatalyst, materials such as solvent toluene and oleylamine are required, as well as a complicated manufacturing process. Since the photocatalytic cement has a similar ability to remove nitrogen oxides under visible light irradiation (approximately 15%) as the photocatalytic concrete in this study, it can be judged that the utilization of visible light photocatalytic concrete produced by an economical and simple method in this study is high [33]. Based on this, Figure 18 shows the effect of increasing the photocatalytic reaction area that occurs when 50 transparent plastic bars with a diameter of 10 mm are penetrated into a concrete block with a size of 100 mm × 300 mm. As described in Section 4.1, the 100 mm × 300 mm concrete block has a photocatalytic reaction area of 160%, so it is inferred that about 25.3% of NO can be removed. As a result of the NO removal test of the Cr-doped TiO2 and S-doped TiO2 concrete specimen, 1% of NO was removed. When plastic bars are penetrated into a concrete block having the same size as above, it is inferred that these specimens can remove about 1.6% of NO. It is considered that it is necessary to prove the theoretical value by conducting an NO removal test on the transparent plastic bar reinforced concrete specimen applied with a doped TiO2 photocatalyst in the future.

Conclusions
In this study, in order to increase the NOx removal efficiency from visible light, Cu, Cr, and S were mixed with NP-400 TiO2 for ultraviolet reaction, then calcined and powdered, and through the NO removal rate test, the possibility of utilizing the visible photocatalyst of TPBRC was analyzed and evaluated.
1. As the photocatalyst mixing rate increased, the slump flow of UHPC gradually decreased. It is believed that an increase in the amount of mixed photocatalyst fineness induces a decrease in slump flow. As a result of the J-Ring test, all test specimens showed a pass rate of less than 25 mm, and the L-Box test had a pass rate of 0.8 or higher, so it was judged that good material

Estimation of Efficiency of Visible Light Response Photocatalytic Transparent Bar Reinforced Concrete
As a result of the NO removal test of the Cu-doped TiO 2 -incorporated concrete specimen in Figure 15b, 15.8% of NO was removed. In comparison, in the case of the existing reference that manufactures cement test specimens based on P25 photocatalyst, materials such as solvent toluene and oleylamine are required, as well as a complicated manufacturing process. Since the photocatalytic cement has a similar ability to remove nitrogen oxides under visible light irradiation (approximately 15%) as the photocatalytic concrete in this study, it can be judged that the utilization of visible light photocatalytic concrete produced by an economical and simple method in this study is high [33]. Based on this, Figure 18 shows the effect of increasing the photocatalytic reaction area that occurs when 50 transparent plastic bars with a diameter of 10 mm are penetrated into a concrete block with a size of 100 mm × 300 mm. As described in Section 4.1, the 100 mm × 300 mm concrete block has a photocatalytic reaction area of 160%, so it is inferred that about 25.3% of NO can be removed. As a result of the NO removal test of the Cr-doped TiO 2 and S-doped TiO 2 concrete specimen, 1% of NO was removed. When plastic bars are penetrated into a concrete block having the same size as above, it is inferred that these specimens can remove about 1.6% of NO. It is considered that it is necessary to prove the theoretical value by conducting an NO removal test on the transparent plastic bar reinforced concrete specimen applied with a doped TiO 2 photocatalyst in the future.