Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2016, Vol. 10 Issue (2) : 189-197    https://doi.org/10.1007/s11709-015-0326-6
RESEARCH ARTICLE
Microstructural and photocatalytic characterization of cement-paste sol-gel synthesized titanium dioxide
Elena CERRO-PRADA1,*(),Miguel MANSO2,Vicente TORRES2,Jesús SORIANO3
1. Civil Engineering Department, Universidad Politécnica de Madrid, Alfonso XII 3, Madrid 28014, Spain
2. Applied Physics Department, Universidad Autónoma de Madrid, Ciudad Universitaria de Cantoblanco, Madrid 28049, Spain
3. Laboratory of Materials, CEDEX, Ministerio de Fomento de Espa?a, Alfonso XII, Madrid 28014, Spain
 Download: PDF(1055 KB)   HTML
 Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
Abstract

A route for the in paste synthesis of TiO2 loaded cement is described. TiO2 sols are blended with fresh cement paste as an alternative process to add photocatalytic functionality to cement. The modification of cement paste structure after the addition of TiO2 sols is analyzed by XRD, SEM and TGA. As a particular microstructural feature, TiO2 containing calcium silicate hydrate (C-H-S) particles are identified as networking centers of a C-S-H gel fiber matrix. The increase of the TiO2 sol concentration induces a decrease of pore size and an increase in the specific surface area in the cement composites. The photocatalytic activity of the TiO2/cement system is evaluated from the degradation of Methylene Blue (MB) under UV irradiation, monitored through the absorbance at 665 nm. The results show that, although TiO2 phases reveal no long range order structure, the cement paste exothermal treatment in presence of hydrate products and alkaline conditions leads to a photocatalytic composite. Such new cement matrix may be twofold advantageous since it additionally promotes the formation of C-S-H gel, main determinant of cement mechanical properties.

Keywords cement composites      photocatalytic TiO2      sol-gel      C-S-H gel      microstructure     
Corresponding Author(s): Elena CERRO-PRADA   
Online First Date: 01 December 2015    Issue Date: 11 May 2016
 Cite this article:   
Elena CERRO-PRADA,Miguel MANSO,Vicente TORRES, et al. Microstructural and photocatalytic characterization of cement-paste sol-gel synthesized titanium dioxide[J]. Front. Struct. Civ. Eng., 2016, 10(2): 189-197.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-015-0326-6
https://academic.hep.com.cn/fsce/EN/Y2016/V10/I2/189
sample ID H2O/CEM ratio/% cement paste wt./g TiO2 loaded wt./g TiO2:CEM ratio/%
CONTROL 0.5 1.5 0 -
TiO2/CEM 1:10000 0.5 1.5 0.00015 1:10000
TiO2/CEM 1:1000 0.5 1.5 0.0015 1:1000
TiO2/CEM 1:100 0.5 1.5 0.015 1:100
TiO2/CEM 1:10 0.5 1.5 0.15 1:10
Tab.1  Experimental conditions for TiO2/CEM samples prepared
Fig.1  XRD diffractograms of the CONTROL and TiO2/CEM samples hydrated at 20°C for 7 days. P: Portlandite, C: Calcite, E: Ettringite, G: Gypsum
region element (formula)
Al (Al2O3) Si (SiO2) Ca (CaO) O- Fe (FeO) Ti (TiO2)
A. Spherulite 1.02 7.81 39.67 35.50 2.18 13.82
B. Fibers - 7.43 60.12 32.46 - -
Tab.2  EDX analysis of selected regions in SEM micrographs from theTiO2/CEM 1:10 sample. Processing option: Oxygen by stoichiometry (Normalized). Number of ions calculation based on 8.00 anions per formula. Composition (% wt.)
Fig.2  SEM micrographs of the TiO2 sol loaded cement paste after 7 days hydration time. (a) Sample TiO2/CEM 1:10000, (b) sample TiO2/CEM 1:1000, (c) sample TiO2/CEM 1:100, (d) sample TiO2/CEM 1:10. SEM micrographs of CONTROL sample after 28 days hydration time showing (e) a formation of portlandite crystal in the cement paste and a (f) detail of fibrillar C-S-H. Regions A, B in (a) were used to EDX analysis showed in Table 2.
Fig.3  Thermogravimetric analysis (DTA (a) and TGA (b)) of the CONTROL specimen (initial cement paste) and the TiO2-sol containing specimens at various concentrations
Fig.4  Degree of hydration (a) and C-S-H content (b) of the CONTROL specimen (initial cement paste) and the TiO2 sol containing specimens at various concentrations. Solid lines are aid to the eye
Fig.5  Evolution of MB concentration with time for CONTROL cement and different TiO2 addition levels. Solid lines represent the exponential decay fitting for each set of values. Inset: Absorption spectrum of MB aqueous solution
Fig.6  (a) Speed of MB degradation versus TiO2 doping level in TiO2/Cement samples; (b) Pseudo-second-order kinetics approach for MB degradation in TiO2/Cement system at different addition levels.
Pseudo-second-order TiO2:Cement ratio
0:1 0:10000 0:1000 0:100 0:10
K2 (min-1) 0.00101 0.00140 0.00141 0.00169
qe (calculated) (mg/g) 63.897 56.915 54.975 45.413
qe (experimental) (mg/g) 28.733 36.462 47.275 55.713
r2 0.99999 0.98977 0.99657 0.99082 0.99643
Tab.3  Photodegradation kinetic parameters of MB on sol TiO2 doped cement paste
1 Richardson I. The nature of C-S-H in hardened cements. Cement and Concrete Research, 1999, 29: 1131–1147
2 Taylor H F. Cement Chemistry. Thomas Telford, 1997
3 Korpa A, Kowald T, Trettin R. Hydration behaviour, structure and morphology of hydration phases in advanced cement-based systems containing micro and nanoscale pozzolanic additives. Cement and Concrete Research, 2008, 38: 955–962
4 Li G. Properties of high-volume fly ash concrete incorporating nano-sio2. Cement and Concrete Research, 2004, 34: 1043–1049
5 Sobolev K, Gutiérrez M F. How nanotechnology can change the concrete world. American Ceramic Society Bulletin, 2005, 84: 14
6 Ge Z, Gao Z. Applications of nanotechnology and nanomaterials in construction. In: Proceedings of First International Conference of Construction in Developed Countries. 2008, 235–240
7 Vera-Agullo J, Chozas-Ligero V, Portillo-Rico D, García-Casas M, Gutiérrez-Martínez A, Mieres-Royo J, Grávalos-Moreno J. Mortar and concrete reinforced with nanomaterials Nanotechnology in Construction 3. Springer, 2009, 383–388
8 Makar J, Margeson J, Luh J. Carbon nanotube cement composites. Early results and potential applications. In: the 3rd International Conference on Construction Materials: Performance, Innovations and Structural Implications. Vancouver, B C, Aug 22–24, 2005, 1–10
9 Cassar L, Pepe C, Tognon G, Guerrini G L, Amadelli R. White cement for architectural concrete, possessing photocatalytic properties. In: Proceedings of the 11th International Congress on the Chemistry of Cement. 2003, 2012–2021
10 Nazari A, Sh R, Sh R, Shamekhi S F, Khademno A. Assessment of the effects of the cement paste composite in presence Tio2 nanoparticles. Journal of American Science. 2010, 6: 43–46
11 Lee B Y, Thomas J J. Influence of TiO2 Nanoparticles on Early C3S Hydration. Nanotechnology of Concrete: The Next Big Thing is Small. In ACI Convention, New Orleans, LA, USA, 8–12 November 2009, 35–44
12 Lee B Y, Kurtis K E. Proposed acceleratory effect of TiO2 nanoparticles on belite hydration: Preliminary results. Journal of the American Ceramic Society, 2012, 95: 365–368
13 Cassar L. Photocatalysis of Cementitious Materials: Clean Buildings and Clean Air. MRS Bulletin, 2004, 29: 328–331
14 Maury-Ramirez A, Demeestere K, De Belie N. Photocatalytic activity of titanium dioxide nanoparticle coatings applied on autoclaved aerated concrete: Effect of weathering on coating physical characteristics and gaseous toluene removal. Journal of Hazardous Materials, 2012, 211: 218–225
15 Zang L, Macyk W, Lange C, Maier W F, Antonius C, Meissner D, Kisch H. Visible-light detoxification and charge generation by transition metal chloride modified titania. Chemistry Chemistry—A European Journal (Weinheim an der Bergstrasse, Germany), 2000, 6: 379–384
16 Kisch H, Zang L, Lange C, Maier W F, Antonius C, Meissner D. Modified, amorphous titania—a hybrid semiconductor for detoxification and current generation by visible light. Angewandte Chemie International Edition, 1998, 37: 3034–3036
17 Zhang Z, Maggard P A. Investigation of photocatalytically-active hydrated forms of amorphous titania, TiO2·nH2O. Journal of Photochemistry and Photobiology A Chemistry, 2007, 186: 8–13
18 Vaquero V S, Noval A M, Sánchez N T, Pérez Roldán M J, Valsesia A, Ceccone G, García Ruiz J P, Manso Silván M, Rossi F. Preparation, modification and cellular evaluation of peg-pegd supports with titania nanoparticle loads. Surface and Interface Analysis, 2010, 42: 481–485
19 ISO 10678: 2010. Fine ceramics, advanced technical ceramics–determination of photocatalytic activity of surfaces in an aqueous medium by degradation of methylene blue. ISO, Geneva, 2010
20 Lachowski E E, Mohan K, Taylor H, Lawrence C, Moore A. Analytical electron microscopy of cement pastes: III, pastes hydrated for long times. Journal of the American Ceramic Society, 1981, 64: 319–321
21 Su C, Hong B Y, Tseng C M. Sol–gel preparation and photocatalysis of titanium dioxide. Catalysis Today, 2004, 96: 119–126
22 Richardson I. The calcium silicate hydrates. Cement and Concrete Research, 2008, 38: 137–158
23 Jalal M, Fathi M, Farzad M. Assessment of nano-TiO2 and class F fly ash effects on flexural fracture and microstructure of binary blended concrete. Mechanics of Materials, 2013, 61: 11–27
24 Valdés H, Sánchez-Polo M, Rivera-Utrilla J, Zaror C A. Effect of ozone treatment on surface properties of activated carbon. Langmuir, 2002, 18: 2111–2116
25 Zhang Y, Deng S, Sun B, Xiao H, Li L, Yang G, Hui Q, Wu J, Zheng J. Preparation of TiO2-loaded activated carbon fiber hybrids. An application in a pulsed discharge reactor for decomposition of methyl orange. Journal of Colloid and Interface Science, 2010, 347: 260–266
26 Li H, Zhang M h, Ou J P. Abrasion resistance of concrete containing nano-particles for pavement. Wear, 2006, 260: 1262–1266
27 Lagergren S. About the theory of so-called adsorption of soluble substances. Kungl Svenska Vetenskapsakademiens Handlingar, 1898, 24: 1–39
28 Ho Y S. Removal of copper ions from aqueous solution by tree fern. Water Research, 2003, 37: 2323–2330
29 Van Breugel K. Dissertation for the Doctoral Degree. Delft: Delft University of Technology, 1991–11–18, 1991
30 Kumaresan L, Prabhu A, Palanichamy M, Murugesan V. Synthesis of mesoporous TiO2 in aqueous alcoholic medium and evaluation of its photocatalytic activity. Materials Chemistry and Physics, 2011, 126: 445–452
[1] Yurong ZHANG, Shengxuan XU, Yanhong GAO, Jie GUO, Yinghui CAO, Junzhi ZHANG. Correlation of chloride diffusion coefficient and microstructure parameters in concrete: A comparative analysis using NMR, MIP, and X-CT[J]. Front. Struct. Civ. Eng., 2020, 14(6): 1509-1519.
[2] Beibei SUN, Hao WU, Weimin SONG, Zhe LI, Jia YU. Hydration, microstructure and autogenous shrinkage behaviors of cement mortars by addition of superabsorbent polymers[J]. Front. Struct. Civ. Eng., 2020, 14(5): 1274-1284.
[3] S.A. GHAHARI, E. GHAFARI, L. ASSI. Pore structure of cementitious material enhanced by graphitic nanomaterial: a critical review[J]. Front. Struct. Civ. Eng., 2018, 12(1): 137-147.
[4] Jing HU, Pengfei LIU, Bernhard STEINAUER. A study on fatigue damage of asphalt mixture under different compaction using 3D-microstructural characteristics[J]. Front. Struct. Civ. Eng., 2017, 11(3): 329-337.
[5] Konstantin SOBOLEV. Modern developments related to nanotechnology and nanoengineering of concrete[J]. Front. Struct. Civ. Eng., 2016, 10(2): 131-141.
[6] George STEFANOU. Simulation of heterogeneous two-phase media using random fields and level sets[J]. Front. Struct. Civ. Eng., 2015, 9(2): 114-120.
[7] Dong-Mei ZHANG, Zhen-Yu YIN, Pierre-Yves HICHER, Hong-Wei HUANG. Analysis of cement-treated clay behavior by micromechanical approach[J]. Front Struc Civil Eng, 2013, 7(2): 137-153.
[8] TANG Yiqun, ZHOU Nianqing, YANG Ping, SHEN Feng. Analysis of behavior of melted dark green silty soil[J]. Front. Struct. Civ. Eng., 2008, 2(3): 242-245.
[9] CHEN Huisu, SUN Wei, ZHAO Qingxin, L. J. Sluys, P. Stroeven. Effects of fiber curvature on the microstructure of the interfacial transition zone in fresh concrete[J]. Front. Struct. Civ. Eng., 2007, 1(1): 99-106.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed