Improvement of CO(2)-Cured Sludge Ceramsite on the Mechanical Performances and Corrosion Resistance of Cement Concrete

The application of CO(2) curing on sludge ceramsite may improve its mechanical properties, and then increase the corresponding corrosion resistance. In this study, the influence of CO(2)-cured sludge ceramsite on the strength and long-term properties of cement concrete is investigated. CO(2) curing time ranges from 0 h to 2 d. The cylinder compressive strength and water absorption rate of CO(2)-cured sludge ceramsite are first determined. Additionally, the flexural and compressive strengths, the chloride permeability and the freeze—thaw damage, as well as the corresponding thermal conductivity of cement concrete, are tested. Furthermore, the corrosion resistance of reinforcement inner-sludge-ceramsite cement concrete is measured. Finally, the scanning electron microscope photos of sludge ceramsite are obtained. Results show that the cylinder compressive strength of CO(2)-cured sludge ceramsite is 15.1, ~34.2% higher than that of sludge ceramsite. Meanwhile, the water absorption rate of CO(2)-cured sludge ceramsite is 39.6, ~82.4% higher than that of sludge ceramsite. The compressive strength and the flexural strength of cement concrete with CO(2)-cured sludge ceramsite are 11.4 and 18.7, ~21.6% and ~31.5% higher than the cement concrete with sludge ceramsite, respectively. The resistance of NaCl freeze—thaw cycles, determined by comparing the mass loss rate and the loss rates of mechanical strengths, is effectively improved by CO(2) curing, while the thermal conductivity of cement concrete is decreased by CO(2) curing. The corrosion resistance of inner reinforcement is improved by the application of CO(2) curing on sludge ceramsite.