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IRJET- Characteristics Strength of Fibre in Fly Ash Brick
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3302 CHARACTERISTICS STRENGTH OF FIBRE IN FLY ASH BRICK Mr.K.SOUNDHIRARAJAN1, Mr.V.GOWTHAM2, Ms.J.MAHALAKSHMI3, Ms.R.SHANMUGAPRIYA4 1Assistant Professor, Faculty of Civil Engineering, Gnanamani College of Engineering, Pachal, Namakkal, Tamil nadu. 2, 3,4Bachelor of Civil Engineering, Gnanamani College of Engineering, Pachal, Namakkal, Tamilnadu. -------------------------------------------------------------------------------***------------------------------------------------------------------------------ Abstract - In our project to study the characteristics strength of the fibre in fly ash brick. Hence we added the polypropylene fibre. The raw materials are cement, fly ash, gypsum, fibre, lime. Fly ash is used by 65%, M sand used 25%, Gypsum is 2% used ,Fibre is 0.1% used, 53 grade of Ordinary Portland Cement content where used 8%, 7.5%, 5%, 2.5%, 0%, andlime used different percentage 0%, 0.5%, 3%, 5.5%, 8% respective percentage can used. The cement testbyspecificgravity, finess test consistency test, setting time test. The fly ash brick tested by compression test, water absorption test, efflorescence test, structure test, soundness test, and size, shape and color test. The experiment in our studies encourage future research in the direction for long term performance for the use of structural application. In a now-a-days there has been a significant increase in the use of fibre in brick improving tensile strength and ductility. This paper present in details for experimental study done by using polypropylene fibre with fly ash and conclusion from various strength parameters. Key Words: Fly ash brick, Lime, Gypsum, M-Sand, Polypropylene fibre. 1. INTRODUCTION: Fly ash is waste material and to product a by-product from thermal power generation. It is creating severe environmental pollution. So much research is being conducted from more than two decades for it is proper utilization in cement and brick production as well as to control environmental in the surroundings areas of power plant. Using fly ash to make bricksinsteadofcementandclay reduces greenhouse gas and slow down global warming, because large amount of carbon dioxide is produced for manufacture cement and for clay bricks production much energy burned by fossil fuel. The fly ash particles are spherical and have some fineness as cementsothatthesilica is readily available for reaction. Fly ash is generally grey in color, abrasive, mostly alkaline and refractoryinnature.The pozzalonic properties and lime binding capacity of fly ash makes it useful for the production of bricks, cement and concrete. Fly ash bricks are more strength and an economical alternative to conventional burnt clay bricks. Due to its high availabilityandexcellentpropertiespresently in Indian sceneries fly ash is utilized in differentsectorssuch as cement manufacture,substitution,roadand embankment, low lying area filling, brick manufacturing. It exhibits excellent physical, chemical and mechanical properties including low density, micro porosity,highsurfacehardness, negligible shrinkage, highstrength,thermal stability,fire and chemical resistance than conventional claybricks.Polyvinyl acetate is a aliphatic rubbery synthetic polymer. It’s commonly manufactured using a reaction in liquid phase or in solid phase. It is commonly referred to as wood glue, white glue, carpenter’s glue. They are used in cement,textile and lumbering processing and automobiles. The main applications were in making glue, book binding and construction materials. In this investigation bricksofflyash, sand, lime, gypsum with various percentage additives of polyvinyl acetate are prepared and to determine the compressive strength of the fly ash bricks. 1.1 OBJECTIVE To increase the compressive strength of fly ash bricks. To reduce the pores in the fly ash bricks by using poly vinyl acetate. To improve the mechanical properties of fly ash bricks by adding poly vinyl acetate as binder. 1.2 METHODOLOGY Literature Collection And Study Material Collection And Study Test On Material Study & Properties Mix proportion of fly ash brick Casting Of Specimens Curing Of Specimens Testing The specimens Result And Discussions Conclusion 2. MATERIAL PROPERTIES a) Cement (OPC 53) b) Fly ash c) Lime d) Gypsum e) M-Sand f) Polypropylene fibre
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3303 Cement Cement OPC53 Grade conforming IS12269:1987, Minimum cement content: 320 kg/m3 (IS456:2000) Table -1 S .No Test for cement Apparatus Value obtained 1. Standard consistence test Vicat apparatus 26.5% 2. Initial setting time test Vicat apparatus 30min 3. Final setting test Vicat apparatus 230mim 4. Specific gravity test Conical flask 3 5. Sieve analysis test Sieve setup 4% Fly ash Table - 2 Lime Lime is an important binding material in building construction. It is basically Calcium oxide (CaO) in natural association with magnesium oxide (MgO). Gypsum Gypsum is non-hydraulic binder occurring naturally as a soft crystalline rock or sand. It has a specific gravity of 2.31 grams per cubic centimeter. The density of gypsum powder is 2.8 to 3 grams per cm3. M-Sand Table - 3 Polypropylene fibre Table - 4 S.No Physical properties Value obtained Test sample value 1. Particle size Grained Grained 2. Appearance White and shiny White and shiny 3. Type Air cooled Air cooled 4. Specific gravity 2 – 3 2.26 3. MIX PROPORTION Mix proportion of fly ash brick 4. CASTING OF SPECIMENS S.No Test For Fly Ash Apparatus Value Obtained 1 Water absorption Pan, water 1.2% 2 Specific gravity test Conical flask 2.5 SPECIMEN NO. FLY ASH MSAND CEMENT LIME GYPSUM SP-I. 65 % 25% 5% 0% 2% SP-II. 65 % 25% 7.5% 0.5% 2% SP-III. 65 % 25% 5% 3% 2% SP-IV. 65 % 25% 2.5% 5.5% 2% SP-V. 65 % 25% 0% 8% 2%
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3304 5. TESTING OF SPECIMENS a) Water absorption test b) Compressive strength test Comparison betweencompressive strength and water absorption test: Error! Not a valid link. 6. Compression between conventional fly ash brick and fibre fly ash brick: a) Compression test b) water absorption test 7. CONCLUSION Based on the experimental study, following conclusion can be drawn regarding the strength behavior of fly ash bricks. From the above investigation, the study was conducted to find the optimum mix percentage of fly ash bricks. It is found that compressive strength of the fly ash brick increasing with addition of fibre content, because it produces an increase inthestrengthofthebonds.Hazardous effect and disposal problems of waste materials can be reduced thoroughly this study. It is expected that these guidelines will serve the purpose of manufacturing good quality fly ash bricks. REFERENCES 1. EXPERIMENTAL STUDIES ON LIME-SOIL-FLY ASH BRICK (2011) TabinRushad.S, Abishekkumar, Duggal.S.K&Mehta.P.K. 2. FLY ASH BRICK, GLASS FIBRE THE INNOVATIVE CONCEPT FORGETTINGHIGHERSTRENGTHBRICK (March2013)Nutanc.Patel&Prof.Jayeshkumar Pitroda. 3. OPTIMIZATION OF COMPRESSIVE STRENGTH OF FLT ASH BULIDING BRICK USING TAGUCHI METHOD (2017)ShivasheeshKaushik, Nimisha Raj, ParvezAlam, Sabaz Ali & Naveen Chandra Palariya. 4. CRITICAL REVIEW ON TYPE OF BRICK TYPE2:FLY ASH BRICK (Nov 2017)Manish Kumar Sahu, Lokeshsingh. 5. INFLUENCES OF FLY ASH AND COIR FIBRE ON STRENGTH PROPRTIES OF SOFT SOIL (Nov 2017) Swati Sucharita Rout, Monoswi ManiniSahoo & Rupashree RaginiSahoo. 6. COMPARISION OF EFFECTIVENESS OF FLY ASH BRICKWITHADDITION OFPLASTICWASTE(March PROPORTION WATER ABSORPED RATIO I 10.20 II 9.67 III 9.69 IV 6.39 V 3.8 PROPORTION 14 DAYS(N/mm2) I 10.20 II 10.87 III 11.24 IV 11.70 V 11.90
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3305 2018) S.Kanchidurai, Dr.K.Saravana Raja Mohan, S.Vivek, M.Sivateja &V.Ravindhirran. 7. DEVELOPMENT OF LOW COST FLY ASH BRICK. Andreas Nataatmadja.
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