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STRENGTH PARAMETERS OF PIGMENTED CONCRETE


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πŸ“„ Pages: 81       🧠 Words: 12536       πŸ“š Chapters: 5 πŸ—‚οΈοΈ For: PROJECT

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ABSTRACT
The study investigates the effect of pigments as a tinctorial source of colour concrete (colour-crete) with the aim of assessing the dosage level required for an appreciable tinctorial strength for aesthetic purposes. The objective of the study is to produce an alternative to the usual practice of painting of concrete structures after rendering, by now incorporating some percentage of colouring agent into the concrete, when it is plastic. Hence the need to assess the effect(s) of these colouring agents on the strength parameters of the concrete. Two basic locally sourced pigments were used. Their chemical analyses classify them as basically red oxide and carbon black compounds. These pigments were in powdery form and the percentage of the colouring agent added or incorporated was a fractional weight of the cement content in the mix as recommended in BS 1014:1961. The percentage of the pigments incorporated varies from 0% - 6%. Nominal mix ratio of 1:2:4: and 1%:3 were chosen, with water cement ratio of 0.48 and 0.58 respectively. A total number of 192 specimen were produced that is 64 cubes , 64 cylinder and 64 miniature beams. They were tested at 28 days of cast using the destructive techniques. The results obtained shows that with the increase in the percentage of pigment introduced into the concrete, there was negligible reduction in strength compared with the control specimen. And in some cases an increase in strength was observed.

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πŸ“„ Pages: 81       🧠 Words: 12536       πŸ“š Chapters: 5 πŸ—‚οΈοΈ For: PROJECT

πŸ‘οΈβ€πŸ—¨οΈοΈοΈ Views: 257      

⬇️ Download (Complete Report) Now!

πŸ”— Related Topics

EXPERIMENTAL INVESTIGATION OF THE FLEXURAL AND SHEAR CAPACITIES OF REINFORCED CONCRETE BEAMS ENHANCED WITH CARBON FIBRE REINFORCED POLYMER (CFRP) LAMINATES FAILURE COST ANALYSIS OF HUMAN ERRORS IN REINFORCED CONCRETE BEAM CONSTRUCTION PROGRAM FOR ONE-WAY REINFORCED CONCRETE SLABS TO BS8110 (1985) RELIABILITY ANALYSIS OF OPTIMALLY DESIGNED REINFORCED CONCRETE FRAMES IN ACCORDANCE WITH EUROCODE 2 (2004) STRESS DISTRIBUTION OF SHORT REINFORCED CONCRETE COLUMNS LOADED UNDER SMALL ECCENTRICITIES EFFECT OF CRUSHED COCONUT SHELL AND POLYETHYLENE TEREPHTHALATE AS PARTIAL REPLACEMENT OF COARSE AGGREGATE IN CONCRETE STOCHASTIC EVALUATION OF OFFSHORE CARBON FIBRE REINFORCED CONCRETE PLATFORMS ON ALUMINUM GIRDERS THE USE OF ENCASEP TIMEBER BEAMS AS ALTERNATIVE TO REINFORCED CONCRETE BEAMS BEHAVIOUR OF CONCRETE SUBJECTED TO VARIOUS ELEVATED TEMPERATURES INVESTIGATION OF THE STRENGTH CHARACTERISTICS OF LATECRETE MATERIALS STRUCTURAL CHARACTERISATION OF CONCRETE AND SANDCRETE HOLLOW BLOCK PRODUCED FROM SELECTED CEMENT BRANDS IN NIGERIA MODELLING AND OPTIMIZATION OF PID CONTROLLER’s PARAMETERS FOR DEEP SPACE ANTENNA POSITIONING SYSTEM USING GENETIC ALGORITHM RELIABILITY ANALYSIS OF PRESTRESSED ELECTRIC TRANSMISSION CONCRETE POLES THE BEHAVIOUR AND DESIGN OF REINFORCED CONCRETE SHORT CANTILEVERS UNDER PURE TORSION OPTIMUM DESIGN OF THE THICKNESS OF CARBON FIBRE REINFORCED POLYMER MATERIAL (CFRP) REQUIRED FOR STRENGTHENING OF DEFICIENT REINFORCED CONCRETE BEAM CONCRETE STRENGTH AND BOND BEHAVIOUR IN CHEMICALLY AGGRESSIVE ENVIRONMENTS EFFECT OF MIX RATIO AND CURING WATER ON THE COMPRESSIVE STRENGTH OF OIL PALM SHELL (OPS) AGGREGATE CONCRETE OPTIMUM DESIGN OF REINFORCED CONCRETE RAFT FOUNDATIONS USING FINITE ELEMENT ANALYSIS MODAL ANALYSIS OF VERTICALLY CURVED CONCRETE FLY-OVER BRIDGES THE USE OF ENCASED TIMBER AS ALTERNATIVE TO REINFORCED CONCRETE COLUMNS

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