Is it possible to hot-dip galvanize steel bars used in reinforced concrete?
Reinforced concrete often suffers from steel rust and concrete spalling due to external factors; for example, vehicle impacts, insufficient protective layers, concrete carbonation, misuse of sea sand, and environmental factors, etc., causing steel rust or water ingress into concrete cracks, leading to steel rust.
Methods to prevent steel rust can be divided into enhancing concrete quality and protecting steel bars to protect concrete structures. Of course, if the composition of concrete can be controlled, such as the penetration of water, chloride ions, oxygen, carbon dioxide, etc., or the construction quality of reinforced concrete structures is truly implemented, then the steel bars may not need any further protection to achieve the required quality.
However, these influencing factors are often visible during construction, so steel bars should be protected as much as possible.
Steel bar protection generally includes hot-dip galvanizing and epoxy resin coating.
These two methods have their own advantages and disadvantages. A large number of experimental results show that hot-dip galvanized steel bars have better handling and processing performance on site, and can exert their superior characteristics in engineering, improving the reliability and corrosion resistance of the project, and making the project more economical.
Content of the reaction between the zinc layer of hot-dip galvanized steel bars and concrete
Alternatives to concrete protective layer thickness still need to be used correctly and appropriately, and the reaction between zinc and concrete includes:
(1) The reaction between zinc and Ca(OH) 2的反应。
(2) Purification of the zinc surface.
(3) Hydrogen generation.
Because concrete has a high alkaline environment (PH=12.5~13.2), a pure protective layer is formed on the surface of the steel bars, which is an effective barrier to protect against steel corrosion, just as it protects the steel bars. Zinc is an amphoteric element (it can react with acids and alkalis), and its lowest corrosion rate is at PH=12.5, which is equivalent to the PH value of cement hydration.
Zinc will dissolve at PH=8~12.5, and after the concrete hardens, the reaction between zinc and the alkaline environment will stop.
The net reaction of zinc and calcium hydroxide forms a zinc-passivated zinc hydroxide calcium barrier layer, but it is also accompanied by the generation of hydrogen, which may cause damage to the "bond" between the concrete and the steel bars and produce pores. In this case, a small amount of chromate (70~100ppm) can be added to the cement to overcome the generation of hydrogen, only preventing construction personnel from being harmed by chromic acid or chromates during work.