Study on the Behavior of Self-Cleaning Impregnated Photocatalyst (Tio2) with Cement Mortar

Author:

Palanisamy Chandrasekaran1ORCID,Parvathikumar Ganeshprabhu2ORCID,Gnanasekaran S.3ORCID,Chelladurai Samson Jerold Samuel4ORCID,Sivananthan S.5,Adhavan B.6ORCID,Geetha N. K.7,Arthanari Ramesh8ORCID,Tibebu Solomon9ORCID

Affiliation:

1. Department of Civil Engineering, Hindusthan College of Engineering and Technology, Coimbatore, Tamilnadu, India

2. Department of Civil Engineering, Kamaraj College of Engineering and Technology (Autonomous), K.Vellakulam, Madurai, Tamil Nadu, India

3. Department of Mechanical Engineering, Sri Shakthi Institute of Engineering and Technology, Chinniyampalayam, Coimbatore, Tamilnadu, India

4. Department of Mechanical Engineering, Sri Krishna College of Engineering and Technology, Coimbatore, Tamilnadu, India

5. Department of Mechanical Engineering, K.Ramakrishnan College of Engineering, Tiruchirappalli, Tamil Nadu, India

6. Department of EEE, PSG Institute of Technology and Applied Research, Coimbatore, Tamil Nadu, India

7. Department of Mathematics, Dayananda Sagar College of Engineering, Bangalore 560078, India

8. Department of Mechanical Engineering, Chennai Institute of Technology, Chennai, Tamil Nadu, India

9. Department of Environmental Engineering, College of Engineering, Sustainable Energy Center of Excellence, Bioprocess and Biotechnology Center of Excellence, Nanotechnology Center of Excellence, Addis Ababa Science and Technology University, Addis Ababa 16417, Ethiopia

Abstract

Cement-based materials are increasingly and widely employed in infrastructure development; however, they pollute our environment by generating carbon dioxide, which is detrimental to our civilization. In self-cleaning concrete, photocatalysts accelerate the decomposition of organic particles; thus, photocatalytic degradation of gaseous pollutants could reduce pollution. The incorporation of photocatalytic components enhanced the mechanical self-cleaning properties of cement mortar. In this study, 4–6 percent by weight of rutile TiO2 was added to mortar, and the results were compared to those of a control sample. On the proposed mortar cubes, both fresh mortar and hardening mortar experiments were conducted. Because the initial and final setting times of TiO2 differ from those of conventional cement mortar, the surplus TiO2water-cement ratio had to be modified. The adaptability of the sol-gel method enables the use of various process parameters to influence the properties of the produced TiO2 nanoparticles. The compressive strength was calculated for 7, 14, 21, and 28 days, and an ultrasonic velocity test was performed after 28 days. On mortar samples, acid and sulfate attack experiments were performed. The M-3 mortar mixture containing 5% rutile exhibited the highest level of strength compared to the other mixtures. The M-3 exhibits a strength that is 10.96% greater than that of the control mix. The impact of acid and sulfate attack on the strength of mix M-2 is relatively modest in comparison to other mixtures. Using RhB (rhodamine color) discoloration under UV light, such as sunlight, the photocatalytic mortar is concentrated; a typical test for self-cleaning cementitious materials reveals the presence of more photocatalytic material, which yields the best results.

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Reference52 articles.

1. Plastics recycling: challenges and opportunities

2. Photocatalytic removal of nitrogen oxides via titanium dioxide

3. Photocatalysis applied to concrete products—part 1: principles and test procedure;M. Hunger;ZKG International,2008

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