One type of all-solid-state chloride sensor was fabricated using a MnO2 electrode and a Ag/AgCl electrode. The potentiometric response of the sensor to chloride in synthetic concrete pore solutions was systematically studied, and the polarization performance was also evaluated. The results show a good linear relationship between the potential reading of the sensor and the logarithm of chloride activity (concentration ranges from 0.05 to 5.0 M), and the potential value remains stable with increasing immersion time. The existence of K+, Ca2+, Na+ and SO42? ions have little influence on the potentiometric response of the sensor to chloride, but the pH has a significant influence on the potential value of the sensor at low chloride concentration. The potential reading of the sensor increases linearly with the solution temperature over the range from 5 to 45 °C. Meanwhile, an excellent polarization behavior is proven by galvanostatic and potentiodynamic tests. All of the results reveal that the developed sensor has a great potential for monitoring chloride ions in concrete environments.
References
[1]
Kassir, MK; Ghosn, M. Chloride-Induced Corrosion of Reinforced Concrete Bridge Decks. Cem Concr. Res?2002, 32, 139–143.
[2]
Ethesham, HS; Al-Sandoun, SS. Effect of Cement Composition on Chloride Binding and Corrosion of Reinforcing Steel in Concrete. Cem. Concr. Res?1991, 21, 777–794.
[3]
Cáseres, L; Sagüés, AA; Kranc, SC; Weyers, RE. In situ Leaching Method for Determination of Chloride in Concrete Pore Water. Cem. Concr. Res?2006, 36, 492–503.
[4]
Anstice, DJ; Page, CL; Page, MM. The Pore Solution Phase of Carbonated Cement Pastes. Cem. Concr. Res?2005, 35, 377–383.
[5]
Silva, IS; Richter, EM; Lago, CL; Gutz, IGR; Tanaka, AA; Angnes, L. FIA-Potentiometry in the Sub-Nernstian Response Region for Rapid and Direct Chloride Assays in Milk and in Coconut Water. Nanosci. Nanotechnol?2005, 67, 651–657.
[6]
Mahajan, RK; Kaur, R; Tabassum, S; Arjmand, F; Mathur, S. Cu(II) Complexes as Receptor Molecules for Development of New Chloride Sensors. Electrochimica. Acta?2006, 52, 408–414.
[7]
Gupta, VK; Goyal, RN; Sharma, RA. Chloride Selective Potentiometric Sensor Based on a Newly Synthesized Hydrogen Bonding Anion Receptor. Electrochimica. Acta?2009, 54, 4216–4222.
[8]
Sjoberg-Eerola, P; Bobacka, J; Lewenstam, A; Ivaska, A. All-Solid-State Chloride Sensors Based on Electronically Conducting, Semiconducting and Insulating Polymer Membranes. Sens. Actuator. B-Chem?2007, 127, 545–553.
[9]
Sjoberg-Eerola, P; Nylund, J; Bobacka, J; Lewenstam, A; Ivaska, A. Soluble Semiconducting Poly(3-octylthiophene) as a Solid-Contact Material in All-Solid-State Chloride Sensors. Sens. Actuator. B-Chem?2008, 134, 878–886.
Junsomboon, J; Jakmunee, J. Determination of Chloride in Admixtures and Aggregates for Cement by a Simple Flow Injection Potentiometric System. Talanta?2008, 76, 365–368.
[19]
Atkins, CP; Carter, MA; Scantlebury, JD. Sources of Error in Using Silver/Silver Chloride Electrodes to Monitor Chloride Activity in Concrete. Cem. Concr. Res?2001, 31, 1207–1211.
[20]
McCarter, WJ; Vennesland, ?. Sensor Systems for Use in Reinforced Concrete Structures. Constr. Build. Mater?2004, 18, 351–358.
[21]
Muralidharan, S; Ha, TH; Bae, JH; Ha, YC; Lee, HG; Park, KW; Kim, DK. Electrochemical Studies on the Solid Embeddable Reference Sensors for Corrosion Monitoring in Concrete Structure. Mater. Lett?2006, 60, 651–655.
[22]
Duffó, GS; Farina, SB; Giordano, CM. Characterization of Solid Embeddable Reference Electrodes for Corrosion Monitoring in Reinforced Concrete Structures. Electrochimica. Acta?2009, 54, 1010–1020.
[23]
Muralidharan, S; Saraswathy, V; Thangavel, K; Palaniswamy, N. Electrochemical Studies on the Performance Characteristics of Alkaline Solid Embeddable Sensor for Concrete Environments. Sens. Actuat. B-Chem?2008, 130, 864–870.
[24]
Muralidharan, S; Ha, TH; Bae, JH; Ha, YC; Lee, HG; Kim, DK. A Promising Potential Embeddable Sensor for Corrosion Monitoring Application in Concrete Structures. Measurement?2007, 40, 600–606.
[25]
Muralidharan, S; Saraswathy, V; Thangavel, K; Palaniswamy, N. Evaluation of Embeddable Potential Sensor for Corrosion Monitoring in Concrete Structures. Electrochem. Acta?2008, 53, 7248–7254.
[26]
Wang, K; Nelsen, DE; Nixon, WA. Damaging Effects of Deicing Chemicals on Concrete Materials. Cem. Concr. Comp?2006, 28, 173–188.
[27]
Chang, CF; Chen, JW. The Experimental Investigation of Concrete Carbonation Depth. Cem. Concr. Res?2006, 36, 1760–1767.
[28]
Koryta, J. Theory and Applications of Ion-Selective Electrodes. Analytica. Chimica. Acta?1972, 61, 329–411.
[29]
Vera, G; Hidalgo, A; Climent, MA; Andrade, C; Alonso, C. Chloride Ion Activities in Synthetic Concrete Pore Solutions: Effect of the Accompanying Ions. J. Am. Ceram. Soc?2000, 83, 640–644.
[30]
Pitzerk, KS. Thermodynamics of Electrolytes, I. Theoretical Basis and General Equations. J. Phys. Chem?1973, 77, 268–276.
[31]
Hidalgo, A; Vera, G; Climent, MA; Andrade, C; Alonso, C. Measurements of Chloride Activity Coefficients in Real Portland Cement Paste Pore Solutions. J. Am. Ceram. Soc?2001, 84, 3008–3012.
[32]
Elsener, B; Zimmermann, L; Bohni, H. Nondestructive Determination of the Free Chloride Content in Cement Based Materials. Mater. Corros?2003, 54, 440–446.
[33]
Muguruma, H; Sekikawa, T; Ueno, S; Kubota, N. Diffusion-Controlled Size-Selective Chloride Ion Sensing in the Presence of Bromide Ion Using a Thin, Nanoporous, Plasma-Polymerized Coating on an Ag/Agcl Electrode. Thin Solid Films?2007, 515, 6978–6980.
[34]
Jacobsen, S. Calculating Liquid Transport into High-Performance Concrete during Wet Freeze/Thaw. Cem. Concr. Res?2005, 35, 213–219.
[35]
Videm, K. Electrochemical Studies of Steel in Cement Mortar Containing Chloride and Micro-Silica. Corros. Sci?2007, 49, 1702–1717.
[36]
Bertolini, L; Carsana, M; Pedeferri, P. Corrosion Behaviour of Steel in Concrete in the Presence of Stray Current. Corros. Sci?2007, 49, 1056–1068.