Partial Replacement of Aluminium Fabrication Waste in Cement Concrete
Brinda .L
Brinda L*, Civil Engineering department, Narayanaguru college of engineering, Manjalumoodu. India.
Manuscript received on January 05, 2020. | Revised Manuscript received on January 25, 2020. | Manuscript published on January 30, 2020. | PP: 4566-4568 | Volume-8 Issue-5, January 2020. | Retrieval Number: E6540018520/2020©BEIESP | DOI: 10.35940/ijrte.E6540.018520
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Aluminium fabric wastes are available in the aluminium fabrication industries all over the world. In this project the waste material from Salem aluminium fabrication industry is taken into account. Aluminium fabric wastes are to be used as a replacement for fine aggregate in ordinary concrete. fine,coarse,cement intial test check. Experiments for its properties hardened state will be also carried out.1:1.23:2.19 mix will be provided for partial and full replacement of fine aggregate with aluminium fabric wastes. Optimum Percentage of aluminium waste will be foundout by 0% to 100% removal of sand with aluminium waste.Cubes and cylinders are manufacture and will be cured to conduct compressive strength and split tensile test on 7 days and 28 days test.Compare 20,40,60,80,100 percentage reduction in fine aggregate to add aluminium fabric waste get good result in 40 percentage.Both compressive and tensile test good result in 40 percentage reduction.
Keywords: Aluminium Fabric Waste (AFW), Industry, Hardened, Spilt Tensile
Scope of the Article: Challenges of Industry and their Solutions, Communications