Doubling the service life of concrete structures. I: Reducing ion mobility using nanoscale viscosity modifiers

被引:54
作者
Bentz, Dale P. [1 ]
Snyder, Kenneth A. [1 ]
Cass, Laura C. [1 ]
Peitz, Max A. [1 ]
机构
[1] Natl Inst Stand & Technol, Bldg & Fire Res Lab, Mat & Construct Res Div, Gaithersburg, MD 20899 USA
关键词
building technology; conduction; diffusion; nanotechnology; service life; viscosity;
D O I
10.1016/j.cemconcomp.2008.05.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new approach for increasing the service life of concrete structures is presented. While conventional approaches have focused on producing a more impermeable matrix by reductions in water-to-cementitious materials ratio and the addition of fine particles such as silica fume, in the new approach, focus is shifted to the remaining pore solution through which diffusive transport will always be occurring. By adding appropriate nano-sized viscosity modifiers to the pore solution, conductive and diffusive transport can be reduced by basically the same factor as the viscosity increase relative to the viscosity of water (pore solution). Since in many degradation scenarios, service life is directly proportional to the diffusion coefficient of an ingressing ionic species such as chloride or sulfate ions, it is envisioned that a doubling of the service life of structural concrete can be achieved by increasing the pore solution viscosity by a factor of two. In part I of this series, viscosities of bulk solutions and electrical conductivities of solutions containing various concentrations of potassium chloride are examined to verify the viability of this revolutionary approach. Published by Elsevier Ltd.
引用
收藏
页码:674 / 678
页数:5
相关论文
共 22 条
[1]  
AMERICAN SOCIETY FOR TESTING AND MATERIALS, 1997, C1202 ASTM
[2]   AgNO3 spray tests:: advantages, weaknesses, and various applications to quantify chloride ingress into concrete.: part 1:: Non-steady-state diffusion tests and exposure to natural conditions [J].
Baroghel-Bouny, Veronique ;
Belin, Patrick ;
Maultzsch, Matthias ;
Henry, Dominique .
MATERIALS AND STRUCTURES, 2007, 40 (08) :759-781
[3]   AgNO3 spray tests:: advantages, weaknesses, and various applications to quantify chloride ingress into concrete.: part 2:: Non-steady-state migration tests and chloride diffusion coefficients [J].
Baroghel-Bouny, Veronique ;
Belin, Patrick ;
Maultzsch, Matthias ;
Henry, Dominique .
MATERIALS AND STRUCTURES, 2007, 40 (08) :783-799
[4]  
Bentz D., 2005, P 4 INT SEM SELF DES, P189
[5]  
Bentz D., 2005, Concrete International, V27, P55
[6]   X-ray absorption studies of drying of cementitious tile adhesive mortars [J].
Bentz, Dale P. ;
Haecker, Claus-Jochen ;
Peltz, Max A. ;
Snyder, Kenneth A. .
CEMENT & CONCRETE COMPOSITES, 2008, 30 (05) :361-373
[7]   Influence of Shrinkage-Reducing Admixtures on Early-Age Properties of Cement Pastes [J].
Bentz, Dale P. .
JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2006, 4 (03) :423-429
[8]   A virtual rapid chloride permeability test [J].
Bentz, Dale P. .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (10) :723-731
[9]   Potential applications of phase change materials in concrete technology [J].
Bentz, Dale P. ;
Turpin, Randy .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (07) :527-532
[10]   Influence of silica fume on diffusivity in cement-based materials I. Experimental and computer modeling studies on cement pastes [J].
Bentz, DP ;
Jensen, OM ;
Coats, AM ;
Glasser, FP .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (06) :953-962