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The effect of silane-based hydrophobic admixture on corrosion of reinforcing steel in concrete

机译:硅烷基疏水掺合料对混凝土中钢筋腐蚀的影响

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The influence of a hydrophobic admixture based on silane on the corrosion resistance of steel reinforcement in concrete was studied. Sound or deliberately pre-cracked concrete specimens were manufactured with w/c of 0.45 and 0.80, both in the presence and in the absence of silane. The specimens were fully immersed in a 3.5 percent NaCl aqueous solution. The results, in terms of electrochemical measurements, visual observations, and weight loss measurements of steel reinforcement show that silane blocked corrosion process in uncracked concrete specimens. On the other hand, in cracked concrete specimens, corrosion of steel reinforcements was unexpectedly more severe in hydrophobic specimens rather than in the corresponding not hydrophobic ones. It is believed that oxygen, which is needed to feed the corrosion process, diffuses faster in a gaseous phase through the open concrete porosity in the hydrophobic concrete, whereas in concrete without silane, oxygen diffuses much more slowly through the water filling the pores of the saturated concrete.
机译:研究了基于硅烷的疏水性掺合料对混凝土中钢筋的耐蚀性的影响。在存在和不存在硅烷的情况下,均以0.45和0.80的w / c分别制造出有声或故意开裂的混凝土试样。将样品完全浸入3.5%NaCl水溶液中。从电化学测量,目视观察和失重测量结果来看,结果表明,硅烷阻止了未破裂混凝土样品中的腐蚀过程。另一方面,在开裂的混凝土试件中,疏水性试件中钢筋的腐蚀出乎意料地比相应的非疏水性试件更严重。据信,腐蚀过程中需要的氧气在气相中通过疏水性混凝土中开放的混凝土孔隙以气相扩散的速度更快,而在没有硅烷的混凝土中,氧气通过填充在孔隙中的水扩散的速度要慢得多。饱和混凝土。

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