Hardened Properties Of Colored Concrete Case Study

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2.6.2 Hardened properties of colored concrete
A) Compression test
Valeria Corinaldesi, et al. evaluated compressive strength of concrete. The Compressive strength of concrete was determined at 3, 7 and 28 days age of curing. The addition of both red and blue pigments caused a certain strength loss never higher than 3 MPa. Moreover, the use of CaO together with shrinkage reducing admixture (SRA) allowed to fully recovering the slight strength loss due to the red pigment addition. At the dosage of 20 kg/m³ slightly reduces concrete compressive strength. The use of shrinkage reducing admixture and CaO proves to be very effective in reducing the risk of concrete cracking and it also gives positive contribution on concrete compressive strength …show more content…

studied the properties of pigment dyed concrete interlocking blocks (CIBs). The coloring agents used were synthetic iron oxide pigment and brown iron oxides there were produced from steel manufacturing. Ordinary Portland cement, sand, stone dust and pigment are used to manufacture CIBs. The used iron oxides consisted of brown iron oxide (A) and iron oxide pigment (B). Pigment A, and Pigment B had very little difference in flexural strength. When combining Pigments A and B, a maximum strength was obtained with a mixing ratio of 6 – 8% and 4%, respectively; it is suggested that for optimum performance, this mixing ratio be used in the case of the red interlocking block. The increase in strength by Day 28 was 24% on average compared with the age of 3 days. By Day 91, strength improved by 18% on average compared with day 28. In case of the colored block, the strength of the (50mm) thick base layer was remarkably higher than that of (10mm) thick colored facing layer. However, in case of whole colored block, as the colored layer with low strength is located at the bottom of block, the flexural strength was considerably declined, compared with the partially colored block. The change in strength as a result of the concentration of pigment was as follows: The brown iron oxide and iron oxide pigment showed the highest strength at a mix ratio of 6 – 8% and 4%, respectively; it is suggested that this mix ratio be used to achieve optimum performance levels …show more content…

Strong color can usually be produced with less than 10% of added pigment. Different color intensities are achieved by varying the amount of coloring material or by mixing two or more pigments. Red, dark gray and other shapes are produced very satisfactorily by using normal cement. ACPA stated that admixtures that contain calcium chloride should be avoided since it can cause discoloration [39]. Buehrer et al, stated that adding extra water to increase the slump may cause excessive bleeding and non-uniformity in color, using any admixtures that contain calcium chloride should be avoided. Calcium chloride may cause salt deposits to be formed on the concrete surface and discolor it

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