Prevention and Control of Chlorella for C30 Concrete Surface with Coral Aggregate

Putao Song , Yongxiang Zhou , Qingfeng Guan , Jing Wang , Jingliang Xia , Jing Huang , Faguang Leng , Pengpeng Zhang

Journal of Wuhan University of Technology Materials Science Edition ›› 2022, Vol. 37 ›› Issue (4) : 628 -635.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2022, Vol. 37 ›› Issue (4) : 628 -635. DOI: 10.1007/s11595-022-2577-0
Cementitious Materials

Prevention and Control of Chlorella for C30 Concrete Surface with Coral Aggregate

Author information +
History +
PDF

Abstract

C30 coral aggregate concrete with chlorella control effect was prepared by adding nano-TiO2 and hydrophobic material, and the effects of nano-TiO2 and hydrophobic material on the basic properties of C30 coral aggregate concrete and chlorella control effect under different experimental conditions were compared. The experimental results show that nano-TiO2 and hydrophobic materials have a certain degree of influence on the basic properties of concrete, but the influence is not significant. Under long-term immersion, nano-TiO2 and hydrophobic materials can inhibit the growth of Chlorella vulgaris. The maximum fluorescence value of concrete is decreased by 53.6% after adding TiO2, and the maximum fluorescence value of concrete is prolonged by 20% (1 day). The maximum fluorescence value of concrete is decreased by 67.7% after adding hydrophobic materials, and the maximum fluorescence value of concrete is also prolonged by 20% (1 day); Under the condition of simulated tidal water, the inhibition effect of Nano-TiO2 on the growth degree and growth rate of Chlorella vulgaris is weakened, at this time the maximum fluorescence value of concrete mixed with nano-TiO2 is decreased by 50.5%, and the maximum fluorescence value is only prolonged by 14.3%; while the inhibition of hydrophobic materials on the growth degree and growth rate of Chlorella vulgaris is enhanced significantly, and the maximum fluorescence value of concrete with hydrophobic materials is decreased by 80.3%; the maximum fluorescence time is prolonged by 114.3%.

Keywords

coral aggregate concrete / prevention and control of chlorella / hydrophobic materials / nano TiO2 / maximum fluorescence value

Cite this article

Download citation ▾
Putao Song, Yongxiang Zhou, Qingfeng Guan, Jing Wang, Jingliang Xia, Jing Huang, Faguang Leng, Pengpeng Zhang. Prevention and Control of Chlorella for C30 Concrete Surface with Coral Aggregate. Journal of Wuhan University of Technology Materials Science Edition, 2022, 37(4): 628-635 DOI:10.1007/s11595-022-2577-0

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Baniamerian H, Tsapekos P, Alvarado-Morales M, et al. Anti-Algal Activity of Fe2O3-TiO2 Photocatalyst on Chlorella Vulgaris Species under Visible Light Irradiation[J]. Chemosphere, 2020, 242: 125119.

[2]

Bo XL. The Response of Chlorella Vulgaris Growth to Major Environmental Factors and the Analysis of the Composition and Function of CGF[D], 2018 Tianjin: Tianjin Agricultural University.

[3]

Cao Y, Wang L, Wu H, et al. Effect of Coral Powder on The Properties of Cement-Based Materials[C]. IOP Conference Series: Materials Science and Engineering, 2019, 563(2): 1-6.

[4]

Chen N, Sun YK. Simulation Study of Killing Algae in Ballast Water by the Combination of Nanometer Tio2 Photocatalysis and Ultraviolet Irradiation[J]. Ship Engineering, 2012, 34(02): 96-99.

[5]

Chen ZQ, Jiang JL, Zou YC, et al. Toxicological Effects of Nanometer TiO2 and ZnO on Chlorella Vulgaris[J]. Journal of Ceramics, 2019, 40(05): 644-649.

[6]

Ji X. Study on Metabolism and Growth Dynamics of Key Nutrient Elements in Chlorella Growth[D], 2016 Qingdao: Qingdao University.

[7]

Li JQ, Jin ZQ and Chen YF. Analysis of Chloride Ion Migration Rate and Formation Mechanism of Convection Zone in Marine Concrete[J]. Concrete, 2017(05): 55–59

[8]

Li L. Research on Basic Characteristics of Coral Concrete[D], 2012 Nanning: Guangxi University.

[9]

Liao XS. Study on the Photocatalytic Influence of Cyanobacterial Growth Using Nanocrystalline TiO2 under UV-C Light and Its Application[D], 2009 Wuhan: Huazhong University of Science & Technology.

[10]

Luo XH, Zhou R, Wang ZH, et al. Influence of Algae and Their Eom on Coagulation Process[J]. Acta Scientiae Circumstantiae, 1998, 18(03): 96-102.

[11]

Lyu BC, Wang AG, Zhang ZH, et al. Coral Aggregate Concrete: Numerical Description of Physical, Chemical and Morphological Properties of Coral Aggregate[J]. Cement and Concrete Composites, 2019, 100: 25-34.

[12]

Ma LJ, Chen XX, Zhao YT, et al. Fatigue Behavior of Coral Aggregate Concrete[J]. Journal of the Chinese Ceramic Society, 2019, 47(02): 214-219.

[13]

Medeiros M, Helene P. Efficacy of Surface Hydrophobic Agents In Reducing Water And Chloride Ion Penetration In Concrete[J]. Materials and Structures, 2007, 41(1): 59-71.

[14]

Peng H, Xie X, Ouyang Y, et al. Mildew, Bacteria and Algae Resistant Additives for Coatings[J]. China Coatings, 2007, 22(12): 48-52.

[15]

Safi C, Zebib B, Merah O, et al. Morphology, Composition, Production, Processing and Applications of Chlorella Vulgaris: A Review[J]. Renewable and Sustainable Energy Reviews, 2014, 35: 265-278.

[16]

Shen WG, Zhao Q, Wang YT, et al. Preparation of Titanium Dioxide Nano Particle Modified Photocatalytic Self-Cleaning Concrete[J]. Cement Guide for New Epoch, 2016, 22(01): 9-15.

[17]

Wang AG, Lv BC, Liu KW, et al. A Review of Properties and Micro-structure of Coral Aggregate Concrete[J]. Materials Reports, 2018, 32(09): 1528-1533.

[18]

Wang XZ. Study on Engineering Geological Properties of Coral Reefs and Feasibility of Large Project Construction on Nansha Islands[D], 2008 Wuhan: Institute of Rock and Soil Mechnics, Chinese Academy of Sciences.

[19]

Wang YH, Wu FC, Xu CZ. Unscramble of Technical Specification for Application of Antifreeze Waterproof Alloy Powder T/CECS 521—2018[J]. New Building Materials, 2019, 46(06): 99-103.

[20]

Wang Y, Zhang SH, Niu DT, et al. Effects of Silica Fume and Blast Furnace Slag on the Mechanical Properties and Chloride Ion Distribution of Coral Aggregate Concrete[J]. Construction and Building Materials, 2019, 214: 648-658.

[21]

Wei ZB, Li Z X, Shen JL. Research on The Influencing Factors of Performance of Coral Concrete and Its Early Mechanical Property[J]. Industrial Construction, 2017, 47(03): 130-136.

[22]

Wu HM, Xu CZ, Wu FC. Experimental Study on Concrete Antifreeze and Waterproofing Alloy Powder Based on Structure[J]. China Building Waterproofing, 2015 (08): 6–10

[23]

Yang S, Zhang XS, Yu M, et al. An Analytical Approach to Predict Fracture Parameters of Coral Aggregate Concrete Immersed In Seawater[J]. Ocean Engineering, 2019, 191: 106508.

[24]

Yang WX. Hydrodynamic, Illumination, Nitrogen and Phosphorus on the Response Mechanism of Chlorella[D], 2018 Xi’an: Xi’an University of Architecture and Technology.

[25]

Yao C, Chen ZG, Gong FH, et al. A New Anti-Agglomeration Method for Nanosized TiO2 Powder[J]. Chinese Journal of Inorganic Chemistry, 2006, 22(06): 1000-1006.

[26]

Zhang LW. The Effects of Water Level Fluctuation and Quality of Pumping Water on Algae in Pumped Storage Reservoir based on EFDC Model[D], 2016 Changsha: Hunan University.

[27]

Zhang XD. Preparation and Properties of Hydrophilic Nano-Composite Coating for Antimicrobial and Self-Cleaning[D], 2008 Beijing: Beijing University of Chemical Technology.

[28]

Zheng G, Du N, Liang HB. The Surface Modification of Nano-TiO2 and Its Distribution in Polyurethane Coatings[J]. Surface Technology, 2007, 36(04): 42-46.

[29]

Zhou W, Zhou YX, Song PT, et al. Research on Strength Improvement Technology of Low-Grade Coral Aggregate Concrete[J]. China Concrete and Cement Products, 2019(04): 1–3

[30]

Zhu YL, Liao Q, Chen R, et al. Adhesion Characteristics of Chlorella Vulgaris Cells on Solid Substrate Surface[J]. Acta Scientiae Circumstantiae, 2014, 34(11): 2759-2764.

AI Summary AI Mindmap
PDF

97

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/