ECOFRIENDLY LIGHT-WEIGHT BRICK

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ECOFRIENDLY LIGHT-WEIGHT BRICK

2,3,4,5,6Diploma Students, Civil Engineering, Rajarambapu Institute of Technology, Rajaramnagar, Maharashtra, India

1Professor, Dept. of Civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India ***

Abstract - The most common type of construction material worldwide is brick. Also, we are now having issues with waste that is produced in surrounding regions. So, the goal of our project is to try to find a solution to this issue by creating waste-based brick made up of paper cup and coconut coir. For waste clay is utilized as a binding agent. In addition to making bricks lighter, using coconut coir and paper cup follows best practices for handling solid waste. We tried to lower the percentage of clay in this brick. We try make this brick dam proof for this we are using the banana leaves as a damp proofing agent this method is called as ‘Decoction Method.’

Key Words: Bricks, Banana Leaves, Coconut Coir, Dam proofing, Decoction Method, Paper Cup, Waste Material

1. INTRODUCTION

Asitisacommonknowledge,bricksareakeycomponentof constructionproject.Bricksareproducedinapproximately over1400billionunitperyearthroughouttheworld,andit isanticipatedthatdemandwillcontinuetoincrease.Soiland otherelementmakeupthemajorityofconventionalbricks, whicharecreatedduringhigh-temperaturekilnfire.Alack ofsoilexistinmanynations.Sincesoilisanaturalresource, over extraction will have an adverse effect on the environment. Coconut fibre or coir is used in our brick. Coconutisversatilesubstancewith manyapplication.Use wastepapercupthatareproducedbycafes,restaurants,and hotels.Sothatwecandecreasethepercentageofdirtand alsoofferwastemanagementsolutions.Weworktoreduce manufacturingcostsandbrickweightatsametime.Alsowe trytomakethebrickmadebysuchingredientdamp-proof byusingliquidsolutionofbananaleaves.

2. OBJECTIVE

 Theobjectivesofthisprojectareasfollows:-

1. Tocomparestrengthandweightofclaybrickwith2nd classconventionalbrick.

2. Tocomparecostofclaybrickwith2ndclassconventional brick.

3. Tomakedamproofbrickbyusingdecoctionofbanana leaves.

3. STUDY WORK

3.1 What exactly is brick?

The primary building material used to create walls, pavements,andothermasonryconstructionelementisthe brick,sand,lime,concrete,flyash,andclayaresomeofthe other element used. The dimensions of normal clay brick vary from country to country, but in India it is roughly 9 incheslong,4incheswideand3inchesthick.

3.2 Materials used in this brick:A. Alluvial Soil:-

 Alluvialsoilisthosethathavebeendumpedalongthe banksandattheriver’sbottom.Thissoilcanbefoundin alluvialfans,floodplains,andnearrivers.Becausenew silt is frequently deposited at the surface by floods, alluvialsoilhasadistinctivelayeredappearance.Round gravelparticlescomeinavarietyofsizesanddarkand lighttints.

 Manyfloodplainscreatethisdistinctivelayeringprocess, knownasstratification.Floodingisthesourceofalluvial soil.Thestreamisthesourceofnewlyaddedsediment, whichissusceptibletoshiftsinlandscapeuse.

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1712
Vinayak Hulwane1 , Kapil Kumbhar2 , Avadhoot Pethkar3, Avadhut Mali4, Aditya Chaudhari5 , Varadraj Patil6 Figure 1:- Bricks

 Properties of soil:-

1. Riverloaddevelopeditasitflowedfromtheupperto lowerstream.

2. Itislightweightandporous,makingitconvenientto use.

3. Soil’s consistency refers to both its ability to resist deformationandadheretootherobjectsaswellasto itself.

B.

Paper cup: -

 Forthepurposeofmanufacturingbricks,wecollectused coffee paper cup from hotels, restaurant, and another establishment. Paper cups are lightweight and easily incorporatedintothesoil.

D. Water: -

 Itisaclearfluid.Itwillbecleananddevoidofanydust particles.

 Water's qualities for producing bricks include:

1)Itmustbedrinkable.

2)Water'spHshouldn'tbelowerthan6.

3)Thereshouldbenocontaminantsinit.

3.3 Proportioning

 Beforebeginningproduction,testsshouldbefinishedto ensurethegreatestqualitybricks.Theproductshould be mixed in the proper proportions for best results. Evenafterconductingextensiveresearch,westillhave no notion regarding proportion. So, we made the decision to create a trail sample based on the ratio of dirttopapercupandcocopeat.Weconductthreetrials forfindingProportion:-

 First Trial: -

In first trial we continue with the proportion of 1:0.1:0.1. Thatis1partofsoil,0.1partofcocopeat,0.1partofpaper cup. Main thing that is used in this proportion is coconut peat. But as this proportion give good poor result in compressive strength so it breaks easily. So, we skip this proportion.

 Thefibrouscoconuthuskisusedtomakecoconutwaste, also known as coir. It is utilized in brick to increase strengthofbrick.

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1713
Figure 2 :- Alluvial Soil Figure 3:- Paper Cups C. Coconut Coir: - Figure 4:-Coconut Coir

Asweusecocopeatinfirsttrialwedecidedtousecoconut coirinsteadofcoconut peat bytakingsameproportion as 1:0.1:0.1. But after casting the brick we seen that the finishingofbrickisverypoorascomparedtoconventional brick.Thisiswhyweskipthistrialalso.

Trial:-

Forthirdtrialwedecidedtotake1partofsoil,0.0125part ofcoconutcoir,0.0125papercup.Aftertakingtwotrialwe understandthatthe%ofcoconutcoirandpapercupismuch moresowedecidedtoreduceit.Hencewetakeonly0.0125 partofbothcoconutcoirandpapercup.Aftercastingabrick weseethatthefinishingismuchbetterthantrialno.2.Also aftertakingcompressivestrengthtestitgivesbetterresult thantrialno.1.Sowedecidedtokeepthisproportionasour finalproportionforourproject.

3.4 Mixing

 Theblendingneedstobedonecorrectly.Handmixing shouldbeusedtocombineallcomponents.Theexpense ofhandmixingshouldbereasonableforsmallvolumes. Allofthematerialsweutilizedfortheexperimentare balanced.So,thecalculationforourrawmaterialshould be made. Three liters of water are used to make one brick.Anessentialcomponentofmixingisthebindingof thematerialstogether;theremovalofairgapsmustbe accomplishedthroughcompaction.Inorderforthebrick toreachitsmaximumstrength.Wheninspectingit,the finishing should be taken into consideration. Keeping thesurfaceflatwillreducetheplasteringexpense.

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1714
Figure 5:- Trial No.1  Second Trial:- Figure 6:- Trail No.2  Third Figure 7:- Trial No. 3 Figure 8:- Proportioning
Proportion for bricks: - 1:0.0125:0.0125
Final

4. PREPARATION OF BRICK

4.1 Actual Procedure of Brick Casting

1. Inordertomaintainthebestporosity,thebrick-making materials stored in the open air. The soil needs to be exposed to air for 24 hours. Then calculate the soil's weight.Itisimportanttoexaminethewater'sgravity, which should be roughly equivalent to the soil's moisture content, which was previously calculated through experiment. By taking numerous samples in different ratios, the water's composition should be chosen.

2. Wecreatethreebricksforourexperimentthathavethe same proportions of the ingredients as our brick. Use 25gofcococoir,25gmcupsofusedpaper,approximate water,and2Kgamountofsoiltomakeasinglebrick.To find compressive test we use three brick sample and taketheaverageofthem.

3. Ingredientswereaddedtothepanproportionately.The waterisaddedusingthesprinklingmethodafterithas been thoroughly mixed. To eliminate voids, prepared materialsareputintoamoldandcompacted.Itneedsto bepoundedwiththeblows.

4. Afterthebricksarecasted,theystoredforupto3days of air drying. For first brick we keep the brick more than 7 days in the air. (Note: - It totally depend upon weatheringcondition).Wetestedthebricksafterthey had dried out, first for dry density and then for

compressivestrength.Wetookthedrydensitytestfor onlyonesetofbrick.

5. Proportionusedforcastingbrickis1:0.0125:0.0125

4.2 Comparison of Finishing

Belowisacomparisonoftraditionalbricksandourbricks. Ourbrickhasanidenticalfinishtoconventionalbrick

5.TESTING

A. Name of the test: - Compressive Test:-

 Procedure of Compressive Test: -

1. Takethedimensionofthespecimentothenearest0.2m

2. Cleanthebearingsurfaceofthetestingmachine

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1715
Figure 9:- Hand Mixing Figure 10:- Finishing of Eco-friendly Clay Brick Figure11:- Finishing of Conventional 2nd Class Brick

3. Placethespecimeninthemachineinsuchamannerthat the load shall be applied to the opposite sides of the cubecast.

4. Align the specimen centrally on the base plate of the machine.

5. Rotate the movable portion gently by hand so that it touchesthetopsurfaceofthespecimen.

6. Apply the load gradually without shock and continuouslytillthespecimenfails

7. Record the maximum load and note any unusual featuresinthetypeoffailure.

Observation Table (Proportion – 1:0.1:0.1)

(Note: - Coconut Peat is used in this brick)

Table 1:- Compressive Strength

Conclusion: - After the test we saw that the compressive testofbrickthatwemakeinfirsttrialis2.98N/mm2 which isverylessthancompressivestrengthofconventionalbrick.

Observation Table (Proportion – 1:0.1:0.1)

(Note: - Coconut Coir is used in this brick)

Table 2:- Compressive Strength

Conclusion: - After the test we calculate the compressive strength of brick as 5.11 N/mm2 this is also less than compressivestrengthofconventionalbrick.

Observation Table (Proportion – 1:0.0125:0.0125)

Table 3:- Compressive Strength

Sample Calculation:ForSample1:-σ=P1/A

Result: - The average compressive strength of sample is 8.24 N/mm2

Conclusion:-Fromthisweconcludethatthecompressive strengthofeco-friendlybrickis8.24N/mm2 anditisvery goodascomparetoconventionalbrick.

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1716
Figure 12:- Compressive Strength Test Apparatus

6. RESULT

6.1

Result of Compressive Strength of Brick

 AverageCompressiveStrengthofBrickPreparedinfirst trailis2.98N/mm2

 Average Compressive Strength of Brick Prepared in secondtrailis5.11N/mm2

 Average Compressive Strength of Brick Prepared in thirdtrailis8.24N/mm2

 So the proportion that we fixed after taking test is 0.0125:0.0125:0.0125

 Waste Paper Cup:-

 Onelabourtocollectwastepapercup=Rs.700/day

 PaperCupcollectedinoneday=Approximately100Kg

 Papercuprequireforonebrick=25gm.

 Costofpapercupforonebrick=Rs.0.175

Cost of paper cup for 1 brick is Rs.0.175

 Coconut Waste or Coir: -

 Onelabourtocollectcoconutwaste=Rs.800/day

 Coconutwastecollectedinoneday=Approximately80 Kg

 Coconutwasterequireforonebrick=25gm.

 Costofcoconutwasteforonebrick=Rs.0.25

Cost of coconut waste for 1 brick is Rs. 0.25

 Soil :-

 Soilrequiredfor1brick=2Kgor2000gm.

 Cost of soil as per Indian mart = Rs 2000/ tonne ( 1 tonne=1000kg)

 Costofsoilfor1brick=Rs.1

Cost of soil for 1 brick is Rs. 1

7. CONCLUSION

Throughtheprojectweconcludethat,

Themanufacturingcostofourbrickisminimumthan conventionalbrick.Also,itislightinweightandfinishingof our brick is equal to conventional brick. The compressive strengthofourbrickismorethanconventionalbrick.Itcan beusedforlowcostaswellasordinarybuilding.

8. REFERENCES

 Currentmarketconventionalbrickprice:-Rs.8toRs.9

Table

 Utilization of Waste Papers to Produce Ecofriendly Bricks,RohitKumarArya,RajeevKansal,International journalofInnovationsinEngineeringandScience,Vol5, No.1,2020

 TheUtilizationofCoconutFibreintoFiredClayBrick.”, Aeslina Abdul Kadir1, a, Siti Noorhajar Mohd Zulkifly, InternationaljournalofInnovationsinEngineeringand Science,Vol5,No.1,2020

 TheDevelopmentandStudyofFiberReinforcedFlyAsh Bricks, P.PrathyushaandKolliRamujee,Researchgate, March15,2012

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 10 Issue: 04 | Apr 2023 www.irjet.net p-ISSN: 2395-0072 © 2023, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page1717
Figure 13:- Compressive Strength of brick 7. COST COMPARISON 4:- Cost Comparison

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