uses of lignin as replacement for cement

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Uses of lignin as replacement for cement Engr.Arivusudar Nagarajan Special Concrete products

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Page 1: Uses of lignin as replacement for cement

Uses of lignin as replacement for cement

Engr.Arivusudar Nagarajan Special Concrete products

Page 2: Uses of lignin as replacement for cement

INTRODUCTION

• Emerging heat of hydration process has resulted in global warming emission of carbon-di-oxide.

• The concrete industry is one of two large producers of carbon-di-oxide, creating up to 5% of worldwide man-made emissions of this gas, of which 50% is from the chemical process and 40% is from burning of fuel. The carbon-di-oxide produced for the manufacture of one ton of structural concrete (using 14% cement) is estimated at 410 kg/.

• The emission from concrete production is directly proportional to the cement content used in the concrete mix, 900 kg of are emitted for the fabrication of every ton of cement, accounting for 88% of the emissions associated with the average concrete mix.

• Cement manufacture contributes greenhouse gases both directly through the production of carbon-di-oxide when calcium carbonate is thermally decomposed, producing lime and carbon-di-oxide, and also through the use of energy, particularly from the combustion of fossil fuels.

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• Employing by-products in concrete would create a greater impact with respect to cost. Conventional usage of materials in all time demand industries would create greater opportunity towards economy.

• Workability means the concrete must enhance the execution process so as to ensure both their structure life and comfort.

• These above criteria can be achieved with help of a natural product. Addition of polymer called lignin would help in gaining strength in concrete. Biological by-product being a conventional product from tissue of coir dusts, will be more helpful in both economic and to environment. Studies and certain researchers regarding employing of lignin in concrete have suggested that lignin helps in reducing the foot print of carbon.

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OBJECTIVE

• The objective of the project is to evaluate the by-product as a cement replacement for ensuring increase in compressive strength.

• To study and find the properties incorporated on addition of lignin.

• Analyze the carbon foot print in the concrete.• To evaluate the strength of concrete acquired

on varying the percentage of application of lignin

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SCOPE

• Lignin enhances the strength of concrete to a considerable amount.

• Reduces the carbon foot-print.• Helps in reducing global warming to a greater

extent.

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Extraction of lignin using non polar solvents

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% Residue versus Mass of Coir Dust

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Extraction of Coir Dust using Different Solvent Mixtures

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Testing of ligninWater absorption test• This test is carried over to determine the amount water absorbed by the

material in order determine the water content based on which mix design can be designed.

• Procedure• The sample should be thoroughly washed to remove finer particles and dust,

drained and then placed in the basket and immersed in distilled water at a temperature between 22 and 32oC.

• After immersion, the entrapped air should be removed by lifting the basket and allowing it to drop 25 times in 25 seconds. The basket and sample should remain immersed for a period of 24 + ½ hours afterwards

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• The basket and sample should then be removed from the water, allowed to drain for a few minutes, after which the sample should be gently emptied from the basket on to one of the dry clothes and gently surface-dried with the cloth, transferring it to a second dry cloth when the first would remove no further moisture. The sample should be spread on the second cloth and exposed to the atmosphere away from direct sunlight till it appears to be completely surface-dry. The sample should be weighed (Weight ‘A’).

• The sample should then be placed in an oven at a temperature of 100 to 110oC for 24hrs. It should then be removed from the oven, cooled and weighed (Weight ‘B’).

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EFFECTS OF CONCRETE(Without lignin)

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EFFECTS OF CONCRETE(With 10% of lignin)

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EFFECTS OF CONCRETE(With 20% of lignin)

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EFFECTS OF CONCRETE(With 30% of lignin)

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Compressive strength of OPC and 10% Lignin

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CONCLUSION• Concrete with various percentages of cement replacement as lignin

were produced.• They divulged with brown appearance which was totally different

from Ordinary Portland Cement concrete. • Compared to Ordinary Portland Cement concrete, cement replaced

concrete experienced a less impact.• The reason behind this was that lignin consumed water in addition

to the water cement ratio derived in the design mix. • Moreover, specific gravity of lignin was low compared to the specific

gravity of cement. • In turn weight of the cube decreased compared to OPC resulting in

low compressive strength. • Since there was no problem of lignin bonding with cement, there

existed a slight rise in compressive strength in lignin concrete on ageing.

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REMEDIES

• The expected objectives can be achieved from the following remedies,

• The presence of cellulose content resulted in more water absorption. In order to overcome this defect, further extraction methods should be carried out in such a way that the cellulose content should be removed from the lignin.

• The stability of polypropylene can be increased when treated which may also result in the removal of cellulose content.

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REFERENCES

• 1.Christopher Williams. R, Nicolaus S. Mccready - The Utilization of Agriculturally Derieved Lignin as an antioxidant in asphalt binder.

• 2.Cyril Heitner, Don Dimmel, John Schmidt- Lignin and Lignans Advances in Chemistry-CRC Press (2010).

• 3.Feraidon F. Ataie, Kyle A. Riding. - Use of bio-ethanol by-product for SCM production.

• 4.Israel A.U., Ogali R.E., Akaranta O. and Obot I.B. – Extraction and Characterization of Coconut Coir Dust.

• 5.IS Code 10262:1982 – Recommended Guidelines for Concrete Mix Design.

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• 5.Joel Ogbonna F. – The Secondary Effects of Lignosulphonate Cement Retarder on Cement Slurry Properties.

• 6.KasthuriranganGopalakrishnan, HalilCeylan, Sunghwan Kim - Renewable biomass - derived lignin in transportation infrastructure strengthening applications.

• 7.Prabhu S.R. and Geroge V. Thomas – Biological Conversions of Coir Pith into a value-added Organic Resource and its Application in Agri-Horiculture.

• 8.Thomas Q. Hu (eds.)-Chemical Modification, Properties, and Usage of Lignin Springer US (2002).

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• 9.Vijeth N Kashyap ,Radhakrishna – A Study of Effect of Bacteria on Cement Composites.

• 10.Wolfgang G. Glasser and SimoSarkanen (Eds.) - Lignin.Properties and Materials-American Chemical Society (1989).

• 11.Wolfgang G. Glasser, Robert A. Northey, and Tor P. Schultz (Eds.)-Lignin_ Historical, Biological, and Materials Perspectives-American Chemical Society (2000).

• 12.XiangweiHao,a Chenghao Liu,c Huazhen Cao,d Yuhua Liu,e HaiyanPeng,a,*and Jing Shenb - Use of by-product from cellulosic ethanol production as an additive for concrete.

• 13.YapiKimyasallariSanayi A.S. - Modified Lignin Sulphonate based water reducing plasticizer concrete admixture.

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Thank for your valuable support

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