Concrete Solutions: Proceedings of Concrete Solutions, 4th by Viktor Mechtcherine, Ulrich Schneck, Mike Grantham

By Viktor Mechtcherine, Ulrich Schneck, Mike Grantham

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Additional resources for Concrete Solutions: Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair, Dresden, Germany, 26-28 September 2011

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1—percent solution of alizarin yellow in distilled water, 5. 5—percent solution of alizarin in distilled water. Tests were carried out in 5 chosen places: three of them concerned the western concrete screen and the remaining two were the southerly exposed slabs. Analyzing the indicators color reactions on fresh fractures of concrete it was found, that in places, where the largest freezing damage had occurred, the range of concrete zone with alkalinity not high enough to secure reinforcement passivation reached 80 ÷ 90 mm below the original slab surface level (actually no longer existing because of concrete peeling).

Coring on pier and view of a core representative of sound concrete. indb 34 8/18/2011 12:24:12 PM Table 4. Classification of damage for the concrete structures of the power lines towers. 4 10 (*) % by mass of sample (concrete). Table 5. Estimated damage for the concrete structures of the power lines towers. Structural element Beams Piers Heads Percentage of elements with damage Low Medium Severe 7 0 10 50 60 0 43 40 0 but it is may be related to the nature of the aggregates used for the construction of the structures.

Routing path of the monitoring system. Figure 9. Anode installation on the 1st basement level. Figure 11. Entrance of the car park after the repair works were completed. Figure 12. Parking area with new colour concept after completion and media channel after conclusion. Figure 13. Supervision of the cp system and monitoring of all relevant data. with a polymer cement concrete overlay (PCC). For this purpose, 421 tons of PCC were used! Finally, a surface protection system called OS8 was applied onto the bottom slab and to the ramp connecting the 2nd and the 1st basement floor.

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