Effect of polycarboxylate and polyarylate surfactants on corrosion of the steel reinforcement embedded in the concrete.

被引:2
|
作者
Talipov, Linar [1 ]
Velichko, Evgeny [1 ]
机构
[1] Moscow State Univ Civil Engn, Yaroslavskoe Shosse 26, Moscow 129337, Russia
关键词
BEHAVIOR;
D O I
10.1051/matecconf/201825101026
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We considered the possibility to inhibit the corrosion of the steel reinforcement embedded in the concrete using different polymeric surfactants, when paired with the passivating and plasticizing chemical additives. Previously [1] the authors proposed the method to form the protective films on the surface of the steel reinforcement embedded in concrete using the polycomponent anticorrosion naphthalene sulfonate superplasticizer based additives. The results of further surveys provided in this article proved, that under the special conditions the polyarylate and polycarboxylate surfactants are capable to keep the steel reinforcement in the passive state in presence of chlorine ions. This is especially relevant, considering the fact, that the polymer additives intended for plasticization of concrete are more widely used for the manufacturing of the monolithic and prefabricated reinforced concrete structures. In the same time Deicing agents having in its composition chlorine ions, are widely used for deicing of roads in different countries. Chlorine ions adversely affect the reinforcement of concrete artificial structures in transport. the corrosion of metals incurs huge losses, the global cost is $ 2.5 trillion, equivalent to 3.4% of world gross domestic product (GDP) for 2013[2]. In 1993, the United States spent 20 billion dollars on the repair of reinforced concrete bridges only because of the impact of chlorides[3].
引用
收藏
页数:7
相关论文
共 50 条
  • [21] Electrochemical Monitoring of Corrosion of Reinforcing Steel in Concrete.
    Elsener, Bernhard
    Boehni, Hans
    Schweizer Ingenieur und Architekt, 1984, 102 (14): : 264 - 269
  • [22] The effect of thiosemicarbazide on corrosion resistance of steel reinforcement in concrete
    Gurten, A. Ali
    Kayakirilmaz, Kadriye
    Erbil, Mehmet
    CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (03) : 669 - 676
  • [23] Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion
    Lee, Han-Seung
    Cho, Young-Sang
    INTERNATIONAL JOURNAL OF FRACTURE, 2009, 157 (1-2) : 81 - 88
  • [24] Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion
    Han-Seung Lee
    Young-Sang Cho
    International Journal of Fracture, 2009, 157 : 81 - 88
  • [25] INFLUENCE OF CARBONATION AND SEA WATER ON CORROSION OF STEEL IN CONCRETE.
    Saeki, Noboru
    Takada, Nobuyuki
    Fujita, Yoshio
    1985, Japan Concrete Inst, Tokyo, Jpn (06):
  • [26] FIELD EXPOSURE STUDIES ON CORROSION OF REINFORCING STEEL IN CONCRETE.
    Rajagopalan, K.S.
    Chandrasekaran, V.
    Chandrasekaran, S.
    Muralidharan, V.S.
    Rengaswamy, N.S.
    Balasubramanian, T.M.
    1978, 52 (09): : 231 - 235
  • [27] Titanium Anodes for Cathodic Corrosion Protection of Steel in Concrete.
    Kotowski, S.
    Bedel, R.
    Metall, 1988, 42 (02): : 133 - 140
  • [28] Corrosion of steel in concrete. The question of corrosion initiated by the critical chloride content
    Breit, Wolfgang
    Betonwerk und Fertigteil-Technik/Concrete Precasting Plant and Technology, 1998, 64 (11): : 37 - 45
  • [29] EFFECT OF FLY-ASH IN CONCRETE ON THE CORROSION OF STEEL REINFORCEMENT
    ANDRADE, C
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (02): : 333 - 333
  • [30] The Effect of Steel Reinforcement Diameter on the Behavior of Concrete Beams with Corrosion
    Moreno-Herrera, Joel
    Vega-Juarez, Nestor
    Varela-Rivera, Jorge
    Fernandez-Baqueiro, Luis
    Castro-Borges, Pedro
    BUILDINGS, 2025, 15 (02)