IJSRD - International Journal for Scientific Research & Development| Vol. 3, Issue 11, 2016 | ISSN (online): 2321-0613
Effects Ceramic Waste and Brick Aggregates in Cement Concrete Anjani Kumar1 Abhishek Kumar Tiwari2 1 Team Leader 2Assistant Professor 1,2 Department of Computer Engineering 1 Indian Technocrats Ltd. 2Corporate Institute of Science and Technology Abstract— Word reuses intends to recreate any waste item and aggregate is utilized as a part of cement to supply compel and together it implies an aggregate made with waste material which will be connected in cement. Block aggregate is gotten from annihilated solid structures. At the point when any solid structure is destroyed, the parts annihilated of solid structure can utilized as block aggregate and earthenware waste is a waste from clay commercial enterprises.. In this research article property of M 40 concrete is determined when coarse aggregate is replaced by Brick aggregate and Ceramic waste. Key words: Brick Aggregate, Creamic Waste, Coarse Aggregate, Concrete I. INTRODUCTION In the midst of the latest decades, it has been seen with creating stress that misuses from an improvement are of broad volume and that this volume is growing year by year. The issue of waste gathering exists far and wide. The dominant part of waste materials are left as a landfill material or unlawfully dumped. Natural impact can be diminished by making more sensible usage of this waste. Waste organization is one of the requirements of every gathering and it has been able to be obvious that awesome waste organization can enhance the individual fulfillment. ain rule of a quality waste organization is in cutting down the expansive scale assembling of new, finding ways to deal with reuse and reuse existing, and safe and actually agreeable putting away of unused waste. Reusing is the reprocessing of old materials into the new things, keep the abuse of conceivably. supportive materials, decreasing the usage of rough materials. At thusly, it is possible to diminish the issue of improvement and decimation waste stockpiling, besides, to diminish the use of normal materials. The utilization of stone work waste and of pummeled piece as an aggregate in mortar and bond would positively affect the economy besides. Specifically, a shielding of ordinary materials is imperative for an organically competent and practical building that would be cost feasible additionally. This kind of building derives an utilization of lowcost materials that can be used with no negative impact on the earth. In this quickly developing world, design changes each week and patterns changes, need of human is additionally expanding and alongside need people need to develop or change with most recent patterns, because of this building revamped or modify. On the off chance that any building remake so the waste which is gathered from their destroy structure is fundamentally utilized for landfills yet now squander gathered from solid structures can utilized as an aggregate as a part of cement. block aggregate is waste result of destroyed block stone work, the fundamental goal of this article is to demonstrate the usage of block aggregate in cement.
II. METHODOLOGY Brick aggregate is a waste material collected from demolished concrete structure, for this project brick aggregate is collected from a demolished concrete structure situated in Bhopal. Specific gravity of brick aggregate is 2.45 with fineness modulus of 5.61. Ceramic waste are collects locally and its specific gravity is 2.41 with fineness modulus 8.24. along with this OPC cement of specific gravity 3.15 and fineness modulus 3.82, Fine aggregate which is natural river sand of specific gravity 2.66, fineness modulus 4.50 and water absorption 0.65%, coarse aggregate which is crushed stone of specific gravity of 0.72, fineness modulus 5.80 and water absorption 0.55% and water is used which conformed specification given under IS456. Mix proportion is designed by IS 10262: 2009. Mix where prepared with ceramic waste and brick aggregate contain these materials 0% to 100% at an interval of 20%, mix designation is given in table 1. All these mixes are castes in 150mm * 150mm * 150mm cubes and after 24 hours these cubes are demolded and placed for curing, curing is done in clean water and in room temperature, these cubes are tested for compressive strength after 7 and 28 days of curing and on fresh concrete workability test is performed. Percentage Brick Mix Percentage Brick Mix Aggregate Name Aggregate Name 0% CC 0% CC 20% BA1 20% CW1 40% BA2 40% CW2 60% BA3 60% CW3 80% BA4 80% CW4 100% BA5 100% CW5 Table 1: Mix Designation III. RESULT AND DISCUSSION Workability of concrete is determined by slump cone test, slump cone test is performed on fresh concrete, slump of ceramic waste concrete is given in graph1 and it varies from 110 mm to 134 mm of CW1 to CW5 mix respectively, by the result we observed that ceramic waste increases the workability of concrete with the increase in the percentage of concrete. brick aggregate decreases the workability of the concrete with the increase of percentage of brick aggregate in concrete, its slump value varies from 87 mm to 55 mm of BA1 to BA5 mix respectively, result of workability is given in graph 2, whereas control mix gives 97 mm slump. Compressive Strength of concrete is determined by compressive strength test, which is performed on concrete cube. Compressive Strength of ceramic waste concrete is given in graph3 and it varies from 48.34 N/mm2 to 34.98 N/mm2 of CW1 to CW5 mix respectively, by the result we observed that ceramic waste decreases the Compressive Strength of concrete with the increase in the percentage of concrete. Brick aggregate decreases the Compressive
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