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Działanie chlorków na ulegający dekalcyfikacji zaczyn cementowy

Treść / Zawartość
Identyfikatory
Warianty tytułu
EN
Chloride ions action on decalcifing cement paste
Języki publikacji
PL
Abstrakty
EN
The paper presents the problem of progress diffusion of chloride ions into the hydrated cement paste with simultaneously changing of discontinuities and crystalline phases’ amount depending on the distance from the external layer of the sample as a result of interaction mechanism of ammonium chloride with the paste. Experience confirmed the disappearance of lime phases of the hydrated cement paste and capillaries widening during NH4Cl diffusion. Friedel’s salt, formed before, and constituting a buffer before reinforcement corrosion, also dissolved during process of pH lowering. The described corrosion process is rapid due to the releasing of ammonia gas from the reaction medium.
Rocznik
Tom
Strony
5--16
Opis fizyczny
Bibliogr. 31 poz., rys., wykr., tab.
Twórcy
  • Politechnika Śląska, Wydział Budownictwa, Gliwice, Polska
autor
  • Politechnika Śląska, Wydział Budownictwa, Gliwice, Polska
Bibliografia
  • [1] PN-EN 1992-1-1 Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków
  • [2] Kurdowski W., Chloride corrosion in cementitious system, Structure and Performance of Cements, 2nd Ed., Spoon Press, London & NY, 295-309, 2002
  • [3] Glass G. K., Reddy B., Buenfeld N. R., The participation of bound chloride in passive film breakdown on steel in concrete, Corrosion Science, 42, 2013-2021, 2000
  • [4] Rasheeduzzafar S. E., Hussain S. S., Al-Saadoun, Effect of C3A content of cement on chloride binding and corrosion of reinforcing steel in concrete, ACI Materials Journal, 1, 3-12, 1992
  • [5] Biczók I., Concrete corrosion. Concrete protection., Akadémiai Kiadó, Budapest, 1972
  • [6] Berner U. R., Modelling the Incongruent Dissolution of Hydrated Cement Minerals, Radiochimica Acta, 44/45, 387-393, 1988
  • [7] Mainguy M., Tognazzi C., Torrenti J. M., Adenot F., Modelling of leaching in pure cement paste and mortar, Cement and Concrete Research, 30, 83-90, 2000
  • [8] Carde C., François R., Effect of the leaching of calcium hydroxide from cement paste on mechanical and physical properties, Cement and Concrete Research, 27, 539-550, 1997
  • [9] Gérard B., Bellego C. L., Bernard O., Simplified modelling of calcium leaching of concrete in various environments, RILEM – Materials and Structures, 35, 632-640, 2002
  • [10] Jauberthie R., Rendell F., Physicochemical study of the alteration surface of concrete exposed to ammonium salts, Cement and Concrete Research, 33, 85-91, 2003
  • [11] Lea F. M., The action of ammonium salts on concrete, Magazine of Concrete Research, 52, 115-116, 1965
  • [12] Halamickova P., Detwiler R. J., Water permeability and chloride ion diffusion in Portland cement mortars: relationship to sand content and critical pore diameter, Cement and Concrete Research, 4, 790-802, 1995
  • [13] Kurdowski W., The protective layer and decalcification of C-S-H in the mechanism of chloride corrosion of cement paste, Cement and Concrete Research, 34, 1555-1559, 2004
  • [14] Carde C., François R., Modelling the loss of strength and porosity increase due to the leaching of cement paste, Cement and Concrete Composites, 21, 181-188, 1999
  • [15] Sugiyama T., Ritthichauy W., Tsuji Y., Experimental investigation and numerical modeling of chloride penetration and calcium dissolution in saturated concrete, Cement and Concrete Research, 38, 49-67, 2008
  • [16] Mainguy M., Coussy O., Propagation fronts during calcium leaching and chloride penetration, Journal of Engineering Mechanics, 126, 250-257, 2000
  • [17] Yang R., Buenfeld N. R., Binary segmentation of aggregate in SEM image analysis of concrete, Cement and Concrete Research, 31, 437-441, 2001
  • [18] Zhou W., Wang Z. L., Scanning Microscopy for Nanotechnology. Techniques and Applications, Springer Science & Business Media, New York, USA 2007
  • [19] Brandt A. M., Kasperkiewicz J., Metody diagnozowania betonów i betonów wysokowartościowych na podstawie badań strukturalnych, IPPT-PAN, Warszawa, 2003
  • [20] Russ J. C., The Image Processing Handbook, 3rded. CRC Press LLC, North Carolina, 1999
  • [21] Soille P., Morphological Image Analysis. Principles and Appilcations. 2nded., Springer, Germany 2003/2004
  • [22] Scrivener K. L., Backscattered electron imaging of cementitious microstructures: understanding and quantification, Cement and Concrete Composites, 26, 935-945, 2004
  • [23] Diamond S., Mercury porosimetry. An inappropriate method for the measurement of pore size distribution in cement-based materials, Cement and Concrete Research, 30, 1517-1525, 2000
  • [24] Zhao H., Darvin D., Quantitative backscattered electron analysis of cement paste, Cement and Concrete Research, 22, 695-706, 1992
  • [25] ASTM C1218/C1218M-99, Standard Test Method for Water-Soluble Chloride in Mortar and Concrete
  • [26] Bolewski A., Wybrane zagadnienia z zakresu metodyki badań minerałów i skał. Wyd. IV, Studia podyplomowe, Materiały, 30, AGH, Kraków, 1974
  • [27] Rusin Z., Technologia betonów mrozoodpornych, Polski Cement Sp. Z o.o., Kraków, 2002
  • [28] Skalny J., Gebauer J., Odler I., Calcium Hydroxide in Concrete, Special Volume of Materials and Science of Concrete, The American Ceramic Society, USA, 2001
  • [29] Torres S. M., Kirk C. A., Lynsdale C. J., R. Swamy R. N., Sharp J. H., Thaumasite-ettringite solid solutions in degraded mortars, Cement and Concrete Research, 34, 1297-1305, 2004
  • [30] Goñi T. S., A. Guerrero A., Stability of Friedel Salt in Calcium Aluminate Cement Paste seven years old at 40°C, Proceedings of the International Conference “CAC 2001”, Ed. by R. J. Mangabhai and F. P. Glasser, The University Press, Cambridge, Scotland, UK, 16-19, July 2001
  • [31] Słomka-Słupik B., Zybura A., Korozja zaczynów z cementów portlandzkich CEM i 42,5R i CEM i 42,5R-HSR/NA w roztworze chlorku amonu. Cement Wapno Beton, 17, 3, 144-148, 2012
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4cf1f23c-2689-46e3-9167-d2840e2ae3f5
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