International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 09 Issue: 06 | June 2022
p-ISSN: 2395-0072
www.irjet.net
Utilization of solid waste in manufacturing of brick Ms. G.D. Ghadvir1, Narendra R Belekar2, Sammed S Danole3, Harichandra R Shinde4 1
Assistant professor, Dept. of Civil Engineering, DBATU University, Maharashtra, India 2,3,4UG Student Dept. of Civil Engineering, DBATU University, Maharashtra, India
---------------------------------------------------------------------***--------------------------------------------------------------------1.1 Objectives Abstract - Solid waste is developing every day emerges as an eyesore. Plastic waste is nonbiodegradable waste that can not decompose and this creates water, land, and air pollution. Also, it is predicted that plastic waste will double after a decade as we use loads of grades of plastic in our each day life. We can recycle, and reuse plastic waste. Basically, in bricks, we used earth-based clay. Excessive use of the clay, suggests the quit result of useful resource depletion and environmental degradation. Hence at the manner to reduce the quantity of strong waste it could be used as the selection of the severa introduction materials. This venture evaluation the effective and sustainable approach to reuse of strong waste.
To prepare bricks from solid waste. Determine the structural properties of bricks with solid waste like compressiv strength. Compare the properties of solid waste bricks with conventional bricks. To determine durability of solid waste bricks. 1.2 Material Used In Brick Ordinary Portland cement (O.P.C.) (43 GRADE) Water (Portable water) Solid Waste (rubber, plastic, etc)
Key Words: solid waste brick, solid waste block, plastic waste brick, rubber waste brick,
1. Introduction
2. Proportioning of material
Solid waste manage is one of the pinnacle environmental issues worldwide. It is expected that greater than fifty-5 million heaps of family waste are generated in India annually; annual boom of round 5 percentage is anticipated. Heavy waste generated in small, medium, and big towns in India is anticipated to be 0.1kg, 0.3 – 0.0kg. 4 kg or 0.five kg in keeping with capita and day. Conventional manufacturing substances inclusive of concrete, brick, hole block, sturdy block, paver, and tile are crafted from contemporary-day grass reassets. This harms the surroundings because of the non-prevent exploration and depletion of natural reassets. Environmental problems are of growing hobby to decisionmakers in politics, business, and society. As a result, predominant modifications are taking area in our tactics to lifestyles and paintings in phrases of keeping reassets and recycling waste via right manage. The use of sturdy wastes withinside the manufacture of fabric is one such cutting-edge effort. The cost of the manufacturing substances will increase day by day because of immoderate demands, shortage of uncooked substances, and immoderate strength consumption. From the angle of saving strength and keeping plant reassets, the usage of possibility additives in cloth manufacturing is now a worldwide concern. This calls for vital research and development paintings withinside the course of studies into new substances for the manufacturing of environmentally pleasant and sustainable manufacturing substances. The gift observe examines the viable makes use of of diverse strong residues withinside the manufacture of bricks.
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Initially we decided the material to be used for casting of bricks/blocks and accordingly we decided the proportion. The cement concrete ratio was decided as 1: 1.5: 3. Then the size of bricks/blocks was decided according to mould size. M20 Proportion (1:1.5:3) 1 is Cement, 1.5 is sand, 3 is Aggregate Density of Cement = 1440 kg/m3 Density of Sand = 1660 kg/m3 Density of Aggregate = 1400 kg/m3 Density of Water = 1000 kg/m3 Density = Volume =
Volume of Cement =
= 0.0347 m3
Volume of Sand = 0.0347 x 1.5 = 0.052 m3 Volume of Aggregate = 0.0347 x 3 = 0.104 m3 Volume of Water =0.0347 x 0.030 m3 Weight of Cement = Volume x Density = 0.0347 x 1440 = 49.96 kg Weight of Sand = 0.052 x 1600 = 83.2 kg Weight of Aggregate = 0.104 x 14.00 = 145.6 kg Weight of Water = 0.010 x 1000 = 10 lit. For 1 mould = Cement 2.5 Kg Sand 3.75 Kg Aggregate 7.5 Kg
Size of Cube
Cement
Aggregate
Sand
0.0018 m3
0.26 kg
2.95 kg
1.11 kg
0.002016 m3
0.338 kg
3.81 kg
1.44 kg
Table -1: Proportion
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