Sika Galvashield CC, Type 2A Alkali-Activated Galvanic Anodes, Interior & Exterior
SIKA
Sika is a global leader in specialty chemicals for the construction and industrial sectors. The company develops and supplies innovative products and systems for bonding, sealing, damping, reinforcing, and protecting structures. With a strong focus on sustainability and performance, Sika serves a wide range of applications including concrete production, waterproofing, roofing, flooring, and structural strengthening.
Read more| Alkali-Activated (Type 2A) Embedded Galvanic Anodes for Corrosion Control in Reinforced Concrete Structures Sika Galvashield CC embedded Type 2A (alkali-activated) galvanic anodes are used to mitigate ongoing corrosion and to prevent the initiation of new corrosion activity in sound reinforced concrete structures. The anodes consist of a high purity zinc anode core that is surrounded by a specially formulated precast cementitious mortar with an internal pH >14, keeping the zinc active over the life of the anode. Sika Galvashield CC anodes are available in three sizes to fit any structure and level of protection. The cylindical anodes are quickly and easily installed into drilled holes in concrete that is mechanically sound but has ongoing corrosion activity. Once installed, the zinc anode corrodes preferentially to protect the adjacent reinforcing steel.
| |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Usage
Advantages
Packaging
| |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Technical Information Design Considerations Design Table 1 - Design Criteria: Corrosion Risk Category Chloride Content* Minimum Current Density at 20 Years** Low to Moderate <0.8% 0.6mA/m2 High 0.8 to 1.5% 1.2mA/m2 Extremely High >1.5% 2.4mA/m2 * Chloride content is calculated using percentage by weight of cement. ** Design current densities for Sika Galvashield CCX anodes are double the standard current densities at 20 years. Design Table 2 - Unit Sizes and Minimum Hole Sizes: Anode Type Unit Size: diameter x length (mm) Minimum Hole Size: diameter x depth (mm) Sika Galvashield CC2 32 x 75 40 x 105 Sika Galvashield CC4 36 x 100 45 x 130 Anode Spacing The following Tables provide guidelines for achieving the minimum current density for the appropriate corrosion risk category as stated, 20 years after installation. NOTE: In warmer or more demanding conditions (such as marine environments), Sika Galvashield CCX anodes are recommended to achieve the 20 year anode life. Design Table 3 - Low to Moderate Corrosion Risk (Chloride Content* <0.8% or Carbonated Concrete): Steel Density Ratio <0.30 650 700 0.31 - 0.60 475 675 * Chloride content is calculated using percentage by weight of cement. Design Table 4 - High Corrosion Risk (Chloride Content* 0.8 - 1.5%): Steel Density Ratio <0.30 475 600 0.31 - 0.60 325 475 * Chloride content is calculated using percentage by weight of cement. Design Table 5 - Extremely High Corrosion Risk (Chloride Content* >1.5%): Steel Density Ratio <0.30 340 475 0.31 - 0.60 240 335 * Chloride Content is based on percentage by weight of cement. NOTE: For structures in high or extremely high corrosion risk environments that have high steel density ratios requiring close anode spacings, Sika Galvashield Fusion anode systems are typically more economical. |