SlideShare a Scribd company logo
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1379
Manufacture of Adhesive from CIC Polymerizing Paint Waste
1R. S. S. Pathiranage, 2Dr. W. Arampath
1,2 Department of Chemical and Process Engineering, University of Moratuwa
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract- The waste material in paint industry is produced
during the process of cleaning of the reactors with water and
detergent. It is mainly coagulated of homo-polymers and
copolymers of methyl acrylate, ethyl acrylate, Butyl acrylate,
Hexyle acrelate, vinyl acrelate and styrene. For blends of
acrylate copolymer homo-polymers and copolymers and Poly
vinyl acrylate are contained in this waste sludge. Surfactants
used during polymerize and non-ionic (Poly ethylene oxide)
Acryl ether sulphate etc. Paper adhesive was prepared from
that waste and pressure-sensitive adhesive (PSA) properties,
such as peel adhesion and holding power were examined. The
values of peel adhesion weredramaticallyreducedbyreducing
moisture content of the sludge. However, all blends had a high
holding power without adding plasticizer. Since the PVA base
adhesive is more expensive, wheat flourwasmixed withsludge
and tested value of peel adhesion. Then peel test could be
increased and holding power not is required.
1. INTRODUCTION
Paint manufacturing is a branch of chemical industry, which
uses several raw materials to produce paint. Solvent based
paint manufacturing plants produced hazardouswaste.This
paper examines to produce by product from waste sludge
from CIC Paint Company at Rathmalane, in Sri Lanka. The
waste sludge is generating at waste treatmentstage which is
neither can be treated nor discharged to the environment
[1]. Therefore, the aim was to make a valuable product by
using it. Large companies frequently recycle some of their
wastes on site, while small companies send their waste off
site to be recycled [2,3]. Initially, lab tests were done to
identify characteristic of sludge. Mainly sludge is contained
Poly vinyl acetate and Poly acrylic. Ithas70-80%ofmoisture.
According to characters of the waste preparation of an
adhesive is more suitable [4]. Initially Pressure sensitive
adhesive was prepared. Pressure sensitive adhesive (PSA)
tapes composed of acrylic copolymershavebeenextensively
utilized in various industries, such as packaging, printing,
electrical insulation, and automobile [5]. In general, the PSA
properties (tack, peel adhesion, holding power) of acrylic
adhesive have been controlled by blending tackifiers or
dissimilar polymers, by adjusting molecular weight and its
distribution, and by copolymerizationwitha polarmonomer
and curing system.
Polyvinyl acetate (PVA or PVAc) is a rubbery synthetic
polymer. As an emulsion in water, PVA is sold as anadhesive
for porous materials, particularly wood, paper, and cloth. It
is the most commonly used wood glue, both as "white glue"
and the yellow "carpenter's glue." PVA is widely used in
bookbinding and book arts due to its flexibility, and because
it is non-acidic, unlike many other polymers [6]. More,
Polyacrylic can be used as thickening agents and coatings.
Many acrylic resins are used for binding cloth, plastics,
leather and in some cases metal foil [7].
When consider all these properties of both polymers, an
adhesive is the most suitable product from this sludge.
Therefore, preparation of adhesive formular and several
adhesive tests were carried out at university laboratories.
However, adhesive tests for wood and metal can’t be done
under these facilities. Hence, adhesive was prepared and
tests for paper and cardboard.
ApurePVAc emulsionwithoutany plasticizer will,uponaging,
become hard and brittle. However, the addition of the proper
amount of plasticizer will soften it and eliminate
embitterment with age [8]. Therefore, a smaller amount of
plasticizer added to the PVAc formulation must be kept
within the proper limits to ensure the integrity of the
product. An amount of plasticizer is kept below 15%.
In this paper, described how paper adhesive prepare from
waste sludge and tests carried out toenhance bondstrength.
The effect of blend of polymers (poly vinyl acetate and poly
acrylate) content on PSAproperties wasalsoinvestigated for
the blends. Then, the mechanism of reduced PSA properties
was explained via dynamic chemical properties.
2. MATERIAL AND METHOD
2.1 Raw material
Raw material employed in the experiment was wastesludge
at CIC Company at Rathmalana and Chemicals used for this
project are borax, copper sulphate, petroleum ether, and
isopropyl alcohol and wheat flour.
2.2 Apparatus
Tensile testing machine
This can supply a tensile force with a constant rate of grip
separation. The machine shall be equipped with a force-
measuring system complete with an indicator and/or a
recorder. The indicated force shall not differ from the true
applied force by more than 2 %. The response time of the
machine shall be short enough not to affect the accuracy
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1380
with which the force applied at the time of rupture can be
measured. The force at rupture of the specimen shall lie in
the range between 10 % and 80 % of the full-scale reading.
Moisture balance was used to change the moisture level of
the sludge. Characters of sludge were measured using oven,
muffle furnace and balance.
2.3 Testing Method (1800 peel testing)
To test our samples, peel testing method was used and a
180° peel test for the determination, under specified
conditions, of the peel resistance of a bonded assembly of
two adherents. A 90° peel test, more suitable for use with
less flexible adherents that crack, break or delaminateinthe
180° peel test, is described in ISO 8510-1. A bonded
assembly of two adherents is prepared using the adhesive
under test (Figure 1). The adherents are pulled apart at a
substantially steady rate, starting at the open end of the
bond; in such a way that separation occurs progressively
along the length of the bonded adherents. The force is
applied substantially perpendicular to the planeofthe bond,
through the separated part of the flexible adherent.
Figure 1: A bonded assembly of two adherents
2.4 Characteristics of sludge
Total alkalinity = 336
pH = 9.63
density = 952.13 kg/m3
Moisture content = 88.87%
Solid content = 11.13 %
Volatile solid = 6%
2.5 Test specimens: Adherents
The adherents shall be thick enough to withstand the
expected tensile force and their dimensions shall be
measured accurately and reported in full in the test report.
The recommended thicknesses of testspecimensare:metals
1, 5 mm; plastics 1, 5 mm; wood3mm;compoundedrubbers
2 mm. Other thicknesses agreed on between the purchaser
and the supplier of the adhesive may be used [10].
2.5.1 Rigid adherent
The rigid adherent shall consist of a strip of flat material of
width 25, 0 mm ± 0, 5 mm and minimum length of 200 mm.
2.5.2 Flexible adherent
The flexible adherent shall be capable of being bent
through an angle of 180° without gross irreversible
Dimensional change. Unless specified otherwise, the
flexible adherent shall be not less than 350 mm in length.
Its width shall be either
a) The same width as the rigid adherent, or
b) For materials, prone to fraying.
2.6 Preparation of test specimens
The procedure used in preparing the test specimensshall be
such as to minimize variations. The use of a pneumatic or
hydraulic press, hand or power-operated, that can apply a
pressure of up to 1 MPa, is recommended [9]. Surface
treatments shall be in accordance with ISO 17212, or, if this
is not feasible, in accordance with the manufacturer’s
instructions. Apply the adhesive, in accordance with the
manufacturer’s instructions, over the whole width of the
adherents to a length of 150 mm on each adherent.Allow the
adhesive to set and, if necessary, cure it, in accordance with
the manufacturer’s instructions. Bond the adherents using
the method recommended by the manufacturer of the
adhesive.
If a press is used to make the test specimens, it shall can
apply an even pressure over the entire bonded area and
should preferably be fitted with a timer-controlled release
mechanism. In order to provide a uniform distribution of
pressure over the bonded area, the platens of the press shall
be parallel. When this is impracticable, one platen shall be
covered with a resilient pad. A 10-mm thick pad of rubber of
Shore A hardness approximately 45 has been found to be
satisfactory, using a press that applies a pressure of up to
700 kPa. As an alternative to preparing individual test
specimens, panels of suitable size may be bonded to each
other and test specimens cut from the bonded assembly,
discarding from the bonded assembly the12-mmstripalong
each of the outer edges parallel to the longer sides of thetest
specimens. Determine the average thickness of the applied
adhesive as accuratelyaspracticable,byweighingoranother
suitable technique. A minimum of 5 specimens shall be
tested.
2.7 Procedure
Bend back the unbounded end of the flexible adherent.
Clamp the rigid adherent in the fixed grip and the flexible
adherent in the other grip, taking care that thetestspecimen
is accurately positioned between the grips so that the
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1381
Moisture Content Vs Tensile Strength
0
0.5
1
1.5
2
2.5
3
3.5
20 30 40 50 60 70 80
Moisture %
TensileStrength(N)
tension applied is distributed uniformly across the width of
the test specimen and set the machine in motion at a
constant rate of grip separation. The recommended rate of
grip separation is 100 mm/min - 10 mm/min. Record the
rate of grip separation. Also record the force as a function of
grip separation, Continue the test until at least 125 mm of
the bonded length has separated.
3. RESULTS AND DISCUSSION
Figure 2: Grip Separations
For each specimen, determine from the curveofforceversus
grip separation, the average peel force in Newton, over a
peel length of at least 100 mm, but not including the first 25
mm. This may be done by drawing an estimated averageline
(see Figure 2) or by planimetry, or by another suitable
means if a more accurate result is required. Record the
maximum and minimum force in this range. Calculate the
arithmetic mean of the average peel forces for all the
specimens tested, as well as the arithmetic means of the
maximum and minimum forces.
3.1. by varying moisture Content of the sludge
In this case several analyses were carried out by using the
sludge by varying the chemical composition. Initially, the
moisture composition was changed inthesludgeandsubject
to peel test. The test results are shown in Table 01.
Table 1: Tensile test results
Sample 1 2 3 4 5
Moisture
%
70 60 50 40 30
Tensile
Strength
(N)
3.23 1.68 1.42 1.02 1.13
Adhesive quality can be increased with moisture content
without adding any plasticizer [11]. But pressure must be
applied to stick the pieces (chart 01).
Chart 1: Variation of tensile strength with moisture
3.2. By adding the constant wheat sample to the sludge
Wheat to sludge ratio varied from 2:1 to 2:5. As in Table 02
tensile strength wasincreasedwiththesludgepercentageup
to 50%. Thereafter it was started to reduce again as shown
in Chart 2.
Table 2: Tensile strength of wheat samples
Wheat
Sample
(ml)
Sludge Tensile
Strength
20 10 5.21
20 20 6.76
20 30 6.31
20 40 6.31
20 50 6.04
Figure 3: Wheat samples
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1382
Sludge composition Vs Tensile Strength
5
5.2
5.4
5.6
5.8
6
6.2
6.4
6.6
6.8
7
0 10 20 30 40 50 60
Sludge (g)
TensileStrengh(N)
1
1.5
2
2.5
3
3.5
4
4.5
5
0.5 1.5 2.5 3.5 4.5 5.5
Time (Days)
Tensilestrengt
Chart 2: Comparison of sludge composition and tensile
strength
3.3. by adding vary wheat sample to the sludge
In third test added varying wheat sample to get knowledge
of best ratio for the adhesive as presented in Table 03.
Table 3: Tensile strength with adding different wheat
samples
Optimum wheat to sludge ratio is 1:2. Wheat sample has
prepared by adding 500ml water with 100g of wheat
flour and 2g of copper sulphate. Boil it up to 70 0C (Chart
3).
3.5
4
4.5
5
5.5
6
0 5 10 15 20 25
Wheat Sample
TensileStrength
Chart 3: Tensile strength when varying wheat sample
3.4. Tensile strength with time
Tensile strength was measured with time as described in
table 04.
Table 4: Tensile strength of samples
Time
(day)
Sample tensile strength
Pre-sample With borax
1 1.33 1.64
2 2.25 2.72
3 3.02 2.92
4 3.82 3.01
5 4.67 3.8
Tensile stresses were increased with time without adding
wheat by pressing samples which is shown in Chart 4.
Chart 4: temporal change of tensile strength
4. CONCLUSION
Paper Adhesive was investigated form waste sludge of CIC
Company which containPVA andPolyAcrylate.Thevalues of
peel adhesion were dramatically increased with moisture
content. Optimum moisture content for sludge is 70%. With
time tear resistance was increased. The mechanism of
reduced PSA properties was investigated through adding
wheat flour and heat up. After wheat flour was added
pressing is not needed and higher tear force was required to
separate two pieces. Optimum wheat to flour ratio is 1:2.
Further experiments can becarriedoutbyaddingthissludge
with poly vinyl base adhesive component.
5. ACKNOWLEDGMENTS
I would like to express my gratitude to Dr Maraliya and Dr
Arampath from department of Chemical & Process
Engineering in University of Moratuwa, Sri Lanka. Dr. Ishan
Wheat
Sample
(ml)
Sludge Tensile
Strength
5 10 5.57
10 10 3.98
15 10 5.29
.pre-sample
.with borax
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1383
and others form ICI and all those whogave methepossibility
to complete this research project
REFERANCES
[1] Dursun D., Sengul F., “Waste minimization study in a
solvent-based paint manufacturing plant” Resources,
Conservation and Recycling 2006;47(4):3316-331.
[2] Center for Environmental ResearchInformation.,“Guides
to pollution prevention: the paint manufacturing
industry” United States; 1990.
[3] Nehdi M., Sumner J., “Recycling waste latex paint in
concrete” Cement and Concrete Research
2003;33(6):857-863.
[4] Ebnesajjad S., “Adhesive Technology Handbook -2nd
Edition” United states of America;2008.
[5] Benedek I., “Pressure-Sensitive Adhesives and
Applications- 2nd Edition” New York;2004.
[6] Pocius A., V., “Adhesions and Adhesive Technology”
“Adhesions and Adhesive Technology” New York;2002
[7] Sargent R., R., Williams M., S., “Polyacrylic acid
compositions for textile processing” France;1993.
[8] Seifert W., Strassburger E., Grefen S., Schaare S.,
“Wxperimental study about the influence of adhesive
stiffness to the bonding strengths of adhesives for
ceremic/metal targets” Defence Technology
2016;12(2):188-200.
[9] Bleiker S., J., Dubois V., Schroder S., Stemme G.,NiklausF.,
“Adhesive wafer bonding with ultra-thin intermediate
polymer layers” Sensors and Actuators A: Physical
2017;260:16-23.
[10] Zheng R., Lin J., Wang P., Zhu C., Wu Y., “Effect of
adhesive characteristics on static strength of adhesive
bonded aluminum alloys” International Journal of
Adhesion and Adhesives 2015;57:85-94.
[11] Nicklisch F., Dorn M., Weller B., Serrano E., “Material
properties of adhesives to be used in load bearing
timber glass composite elements” Proceedings of
International Conference 2014;271-280.

More Related Content

What's hot

IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting ConcreteIRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
IRJET Journal
 
Permabond Adhesive Guide (UK) Brochure
Permabond Adhesive Guide (UK) BrochurePermabond Adhesive Guide (UK) Brochure
Permabond Adhesive Guide (UK) Brochure
Antala Ltd.
 
Sika latex
Sika latexSika latex
Sika latex
Saiful Mohammad
 
Predictive Engineering for Verton LGF-based PA
Predictive Engineering for Verton LGF-based PAPredictive Engineering for Verton LGF-based PA
Predictive Engineering for Verton LGF-based PA
Kaylen Wong
 
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver BlockIRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
IRJET Journal
 
Shandong Helon Polytex
Shandong Helon PolytexShandong Helon Polytex
Shandong Helon Polytex
Chenwei Li
 
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
IRJET Journal
 
IRJET- Research on Coir Fiber Reinforced Cement Concrete
IRJET-  	  Research on Coir Fiber Reinforced Cement ConcreteIRJET-  	  Research on Coir Fiber Reinforced Cement Concrete
IRJET- Research on Coir Fiber Reinforced Cement Concrete
IRJET Journal
 
Engineered Wood Presentation
Engineered Wood PresentationEngineered Wood Presentation
Engineered Wood Presentation
ngierc
 
Film properties tests and details
Film properties tests and detailsFilm properties tests and details
Film properties tests and details
Shubham Kumar Gautam
 
Effect of ascorbic acid on bond strength between treated fiber posts and comp...
Effect of ascorbic acid on bond strength between treated fiber posts and comp...Effect of ascorbic acid on bond strength between treated fiber posts and comp...
Effect of ascorbic acid on bond strength between treated fiber posts and comp...
Reza Talebian
 
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
Reza Talebian
 
Package Testing for Food Factory
Package Testing for Food FactoryPackage Testing for Food Factory
Package Testing for Food Factory
Rohit Chawla
 
A027556
A027556A027556
lap shear joint adhesive test- FinalPublished
lap shear joint adhesive test- FinalPublishedlap shear joint adhesive test- FinalPublished
lap shear joint adhesive test- FinalPublished
Joel Schoubert
 
Hydrocarbon tackifiers for propylene based elastomers
Hydrocarbon tackifiers for propylene based elastomersHydrocarbon tackifiers for propylene based elastomers
Hydrocarbon tackifiers for propylene based elastomers
christopher3star
 
T03 1-140424095743-phpapp01
T03 1-140424095743-phpapp01T03 1-140424095743-phpapp01
T03 1-140424095743-phpapp01
wadebridger
 
4651 4655.output
4651 4655.output4651 4655.output
4651 4655.output
j1075017
 
"CUSTOM MOLDS INC" Case Study
"CUSTOM MOLDS INC"  Case Study"CUSTOM MOLDS INC"  Case Study
"CUSTOM MOLDS INC" Case Study
Amitanshu Srivastava
 
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
IRJET Journal
 

What's hot (20)

IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting ConcreteIRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
IRJET- Effect of Alccofine on Glass Fiber Reinforced Self Compacting Concrete
 
Permabond Adhesive Guide (UK) Brochure
Permabond Adhesive Guide (UK) BrochurePermabond Adhesive Guide (UK) Brochure
Permabond Adhesive Guide (UK) Brochure
 
Sika latex
Sika latexSika latex
Sika latex
 
Predictive Engineering for Verton LGF-based PA
Predictive Engineering for Verton LGF-based PAPredictive Engineering for Verton LGF-based PA
Predictive Engineering for Verton LGF-based PA
 
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver BlockIRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block
 
Shandong Helon Polytex
Shandong Helon PolytexShandong Helon Polytex
Shandong Helon Polytex
 
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
Comparative Study on Compressive Strength of Self Cured Concrete and Normally...
 
IRJET- Research on Coir Fiber Reinforced Cement Concrete
IRJET-  	  Research on Coir Fiber Reinforced Cement ConcreteIRJET-  	  Research on Coir Fiber Reinforced Cement Concrete
IRJET- Research on Coir Fiber Reinforced Cement Concrete
 
Engineered Wood Presentation
Engineered Wood PresentationEngineered Wood Presentation
Engineered Wood Presentation
 
Film properties tests and details
Film properties tests and detailsFilm properties tests and details
Film properties tests and details
 
Effect of ascorbic acid on bond strength between treated fiber posts and comp...
Effect of ascorbic acid on bond strength between treated fiber posts and comp...Effect of ascorbic acid on bond strength between treated fiber posts and comp...
Effect of ascorbic acid on bond strength between treated fiber posts and comp...
 
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
Effect of ascorbic acid, ethanol and acetone on adhesion between the treated ...
 
Package Testing for Food Factory
Package Testing for Food FactoryPackage Testing for Food Factory
Package Testing for Food Factory
 
A027556
A027556A027556
A027556
 
lap shear joint adhesive test- FinalPublished
lap shear joint adhesive test- FinalPublishedlap shear joint adhesive test- FinalPublished
lap shear joint adhesive test- FinalPublished
 
Hydrocarbon tackifiers for propylene based elastomers
Hydrocarbon tackifiers for propylene based elastomersHydrocarbon tackifiers for propylene based elastomers
Hydrocarbon tackifiers for propylene based elastomers
 
T03 1-140424095743-phpapp01
T03 1-140424095743-phpapp01T03 1-140424095743-phpapp01
T03 1-140424095743-phpapp01
 
4651 4655.output
4651 4655.output4651 4655.output
4651 4655.output
 
"CUSTOM MOLDS INC" Case Study
"CUSTOM MOLDS INC"  Case Study"CUSTOM MOLDS INC"  Case Study
"CUSTOM MOLDS INC" Case Study
 
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforce...
 

Similar to Manufacture of Adhesive from CIC Polymerizing Paint Waste

IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
IRJET Journal
 
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
IRJET Journal
 
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
IRJET Journal
 
IRJET- Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
IRJET-  	  Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...IRJET-  	  Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
IRJET- Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
IRJET Journal
 
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible PavementIRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
IRJET Journal
 
IRJET- Meliorate Strength of Concrete by using Fly Ash
IRJET-  	  Meliorate Strength of Concrete by using Fly AshIRJET-  	  Meliorate Strength of Concrete by using Fly Ash
IRJET- Meliorate Strength of Concrete by using Fly Ash
IRJET Journal
 
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
IRJET Journal
 
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
IRJET Journal
 
Laboratory Study on using Waste Glass as Filler in Bituminous Mixes
Laboratory Study on using Waste Glass as Filler in Bituminous MixesLaboratory Study on using Waste Glass as Filler in Bituminous Mixes
Laboratory Study on using Waste Glass as Filler in Bituminous Mixes
IRJET Journal
 
IRJET- Improvising Pavement Strength using Plastic Waste
IRJET-  	  Improvising Pavement Strength using Plastic WasteIRJET-  	  Improvising Pavement Strength using Plastic Waste
IRJET- Improvising Pavement Strength using Plastic Waste
IRJET Journal
 
Effect of Super Absorbant Polymer in Concrete
Effect of Super Absorbant Polymer in ConcreteEffect of Super Absorbant Polymer in Concrete
Effect of Super Absorbant Polymer in Concrete
IRJET Journal
 
IRJET-Replacement of Cement by Granite Powder in Paver Blocks
IRJET-Replacement of Cement by Granite Powder in Paver BlocksIRJET-Replacement of Cement by Granite Powder in Paver Blocks
IRJET-Replacement of Cement by Granite Powder in Paver Blocks
IRJET Journal
 
IRJET- Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
IRJET-  	  Experimental Study on the Effect of Waste Glass as Partial Fine Ag...IRJET-  	  Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
IRJET- Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
IRJET Journal
 
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
ARUN KANNA
 
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
IRJET Journal
 
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash BricksIRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
IRJET Journal
 
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
IRJET Journal
 
Impact Analysis of Density Graded E-Glass Composite Laminate
Impact Analysis of Density Graded E-Glass Composite LaminateImpact Analysis of Density Graded E-Glass Composite Laminate
Impact Analysis of Density Graded E-Glass Composite Laminate
IRJET Journal
 
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler MaterialIRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
IRJET Journal
 
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
IRJET Journal
 

Similar to Manufacture of Adhesive from CIC Polymerizing Paint Waste (20)

IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
IRJET-Evaluation of Sugarcane Bagasse Polymer Composite for Structural Applic...
 
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
IRJET- Mechanical Behavior of Coconut Shell Powder Filled with Sisal Fiber, R...
 
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
Strength Studies on Glass Fiber Reinforced Concrete Members by Partial Replac...
 
IRJET- Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
IRJET-  	  Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...IRJET-  	  Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
IRJET- Abrasive Wear Behavior of Graphite Filled E-Glass Fibre Reinforced...
 
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible PavementIRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
IRJET- Utilization of Waste Plastic and Waste Rubber in Flexible Pavement
 
IRJET- Meliorate Strength of Concrete by using Fly Ash
IRJET-  	  Meliorate Strength of Concrete by using Fly AshIRJET-  	  Meliorate Strength of Concrete by using Fly Ash
IRJET- Meliorate Strength of Concrete by using Fly Ash
 
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
Influence of Organomodified Nanoclay on the Thermomechanical Behavior of Glas...
 
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
BEHAVIOR OF CONCRETE WITH PARTIAL REPLACEMENT OF C- AGGREGATES BY GRANULATED ...
 
Laboratory Study on using Waste Glass as Filler in Bituminous Mixes
Laboratory Study on using Waste Glass as Filler in Bituminous MixesLaboratory Study on using Waste Glass as Filler in Bituminous Mixes
Laboratory Study on using Waste Glass as Filler in Bituminous Mixes
 
IRJET- Improvising Pavement Strength using Plastic Waste
IRJET-  	  Improvising Pavement Strength using Plastic WasteIRJET-  	  Improvising Pavement Strength using Plastic Waste
IRJET- Improvising Pavement Strength using Plastic Waste
 
Effect of Super Absorbant Polymer in Concrete
Effect of Super Absorbant Polymer in ConcreteEffect of Super Absorbant Polymer in Concrete
Effect of Super Absorbant Polymer in Concrete
 
IRJET-Replacement of Cement by Granite Powder in Paver Blocks
IRJET-Replacement of Cement by Granite Powder in Paver BlocksIRJET-Replacement of Cement by Granite Powder in Paver Blocks
IRJET-Replacement of Cement by Granite Powder in Paver Blocks
 
IRJET- Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
IRJET-  	  Experimental Study on the Effect of Waste Glass as Partial Fine Ag...IRJET-  	  Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
IRJET- Experimental Study on the Effect of Waste Glass as Partial Fine Ag...
 
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
DESIGN OF OPEN GRADED FRICTION COURSE MIX USING POLYMER MODIFIED BITUMEN(LDPE)
 
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
IRJET- Fabrication and Characterization of Nano Flyash Reinforced Polymer Lam...
 
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash BricksIRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
IRJET-Replacing the Fly Ash by STP Dry Sludge in Manufacturing of Fly Ash Bricks
 
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
Fabrication and Experimental Investigation of Mechanical Properties of Graphe...
 
Impact Analysis of Density Graded E-Glass Composite Laminate
Impact Analysis of Density Graded E-Glass Composite LaminateImpact Analysis of Density Graded E-Glass Composite Laminate
Impact Analysis of Density Graded E-Glass Composite Laminate
 
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler MaterialIRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
IRJET- A Study on Aging Behavior of Paving Grade Bitumen using Filler Material
 
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
IRJET- Mechanical Characterization of Coir and Bagasis Reinforced Hybrid Natu...
 

More from IRJET Journal

TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
 
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURESTUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
 
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
 
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil CharacteristicsEffect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
 
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
 
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
 
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
 
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
 
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADASA REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
 
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
 
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD ProP.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
 
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
 
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare SystemSurvey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
 
React based fullstack edtech web application
React based fullstack edtech web applicationReact based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
 
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
 
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
 
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
 
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignMultistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
 
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
 

More from IRJET Journal (20)

TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
 
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURESTUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
 
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
 
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil CharacteristicsEffect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
 
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
 
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
 
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
 
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
 
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADASA REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
 
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
 
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD ProP.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
 
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
 
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare SystemSurvey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
 
React based fullstack edtech web application
React based fullstack edtech web applicationReact based fullstack edtech web application
React based fullstack edtech web application
 
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
 
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
 
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
 
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignMultistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
 
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
 

Recently uploaded

Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdfIron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
RadiNasr
 
International Conference on NLP, Artificial Intelligence, Machine Learning an...
International Conference on NLP, Artificial Intelligence, Machine Learning an...International Conference on NLP, Artificial Intelligence, Machine Learning an...
International Conference on NLP, Artificial Intelligence, Machine Learning an...
gerogepatton
 
Recycled Concrete Aggregate in Construction Part III
Recycled Concrete Aggregate in Construction Part IIIRecycled Concrete Aggregate in Construction Part III
Recycled Concrete Aggregate in Construction Part III
Aditya Rajan Patra
 
6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)
ClaraZara1
 
DfMAy 2024 - key insights and contributions
DfMAy 2024 - key insights and contributionsDfMAy 2024 - key insights and contributions
DfMAy 2024 - key insights and contributions
gestioneergodomus
 
Series of visio cisco devices Cisco_Icons.ppt
Series of visio cisco devices Cisco_Icons.pptSeries of visio cisco devices Cisco_Icons.ppt
Series of visio cisco devices Cisco_Icons.ppt
PauloRodrigues104553
 
sieving analysis and results interpretation
sieving analysis and results interpretationsieving analysis and results interpretation
sieving analysis and results interpretation
ssuser36d3051
 
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMSA SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
IJNSA Journal
 
Low power architecture of logic gates using adiabatic techniques
Low power architecture of logic gates using adiabatic techniquesLow power architecture of logic gates using adiabatic techniques
Low power architecture of logic gates using adiabatic techniques
nooriasukmaningtyas
 
Technical Drawings introduction to drawing of prisms
Technical Drawings introduction to drawing of prismsTechnical Drawings introduction to drawing of prisms
Technical Drawings introduction to drawing of prisms
heavyhaig
 
22CYT12-Unit-V-E Waste and its Management.ppt
22CYT12-Unit-V-E Waste and its Management.ppt22CYT12-Unit-V-E Waste and its Management.ppt
22CYT12-Unit-V-E Waste and its Management.ppt
KrishnaveniKrishnara1
 
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
Mukeshwaran Balu
 
2. Operations Strategy in a Global Environment.ppt
2. Operations Strategy in a Global Environment.ppt2. Operations Strategy in a Global Environment.ppt
2. Operations Strategy in a Global Environment.ppt
PuktoonEngr
 
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
IJECEIAES
 
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
ML Based Model for NIDS MSc Updated Presentation.v2.pptxML Based Model for NIDS MSc Updated Presentation.v2.pptx
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
JamalHussainArman
 
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECTCHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
jpsjournal1
 
14 Template Contractual Notice - EOT Application
14 Template Contractual Notice - EOT Application14 Template Contractual Notice - EOT Application
14 Template Contractual Notice - EOT Application
SyedAbiiAzazi1
 
Wearable antenna for antenna applications
Wearable antenna for antenna applicationsWearable antenna for antenna applications
Wearable antenna for antenna applications
Madhumitha Jayaram
 
Embedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoringEmbedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoring
IJECEIAES
 
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student MemberIEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
VICTOR MAESTRE RAMIREZ
 

Recently uploaded (20)

Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdfIron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
Iron and Steel Technology Roadmap - Towards more sustainable steelmaking.pdf
 
International Conference on NLP, Artificial Intelligence, Machine Learning an...
International Conference on NLP, Artificial Intelligence, Machine Learning an...International Conference on NLP, Artificial Intelligence, Machine Learning an...
International Conference on NLP, Artificial Intelligence, Machine Learning an...
 
Recycled Concrete Aggregate in Construction Part III
Recycled Concrete Aggregate in Construction Part IIIRecycled Concrete Aggregate in Construction Part III
Recycled Concrete Aggregate in Construction Part III
 
6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)
 
DfMAy 2024 - key insights and contributions
DfMAy 2024 - key insights and contributionsDfMAy 2024 - key insights and contributions
DfMAy 2024 - key insights and contributions
 
Series of visio cisco devices Cisco_Icons.ppt
Series of visio cisco devices Cisco_Icons.pptSeries of visio cisco devices Cisco_Icons.ppt
Series of visio cisco devices Cisco_Icons.ppt
 
sieving analysis and results interpretation
sieving analysis and results interpretationsieving analysis and results interpretation
sieving analysis and results interpretation
 
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMSA SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMS
 
Low power architecture of logic gates using adiabatic techniques
Low power architecture of logic gates using adiabatic techniquesLow power architecture of logic gates using adiabatic techniques
Low power architecture of logic gates using adiabatic techniques
 
Technical Drawings introduction to drawing of prisms
Technical Drawings introduction to drawing of prismsTechnical Drawings introduction to drawing of prisms
Technical Drawings introduction to drawing of prisms
 
22CYT12-Unit-V-E Waste and its Management.ppt
22CYT12-Unit-V-E Waste and its Management.ppt22CYT12-Unit-V-E Waste and its Management.ppt
22CYT12-Unit-V-E Waste and its Management.ppt
 
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
 
2. Operations Strategy in a Global Environment.ppt
2. Operations Strategy in a Global Environment.ppt2. Operations Strategy in a Global Environment.ppt
2. Operations Strategy in a Global Environment.ppt
 
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
 
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
ML Based Model for NIDS MSc Updated Presentation.v2.pptxML Based Model for NIDS MSc Updated Presentation.v2.pptx
ML Based Model for NIDS MSc Updated Presentation.v2.pptx
 
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECTCHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
 
14 Template Contractual Notice - EOT Application
14 Template Contractual Notice - EOT Application14 Template Contractual Notice - EOT Application
14 Template Contractual Notice - EOT Application
 
Wearable antenna for antenna applications
Wearable antenna for antenna applicationsWearable antenna for antenna applications
Wearable antenna for antenna applications
 
Embedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoringEmbedded machine learning-based road conditions and driving behavior monitoring
Embedded machine learning-based road conditions and driving behavior monitoring
 
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student MemberIEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
 

Manufacture of Adhesive from CIC Polymerizing Paint Waste

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1379 Manufacture of Adhesive from CIC Polymerizing Paint Waste 1R. S. S. Pathiranage, 2Dr. W. Arampath 1,2 Department of Chemical and Process Engineering, University of Moratuwa ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract- The waste material in paint industry is produced during the process of cleaning of the reactors with water and detergent. It is mainly coagulated of homo-polymers and copolymers of methyl acrylate, ethyl acrylate, Butyl acrylate, Hexyle acrelate, vinyl acrelate and styrene. For blends of acrylate copolymer homo-polymers and copolymers and Poly vinyl acrylate are contained in this waste sludge. Surfactants used during polymerize and non-ionic (Poly ethylene oxide) Acryl ether sulphate etc. Paper adhesive was prepared from that waste and pressure-sensitive adhesive (PSA) properties, such as peel adhesion and holding power were examined. The values of peel adhesion weredramaticallyreducedbyreducing moisture content of the sludge. However, all blends had a high holding power without adding plasticizer. Since the PVA base adhesive is more expensive, wheat flourwasmixed withsludge and tested value of peel adhesion. Then peel test could be increased and holding power not is required. 1. INTRODUCTION Paint manufacturing is a branch of chemical industry, which uses several raw materials to produce paint. Solvent based paint manufacturing plants produced hazardouswaste.This paper examines to produce by product from waste sludge from CIC Paint Company at Rathmalane, in Sri Lanka. The waste sludge is generating at waste treatmentstage which is neither can be treated nor discharged to the environment [1]. Therefore, the aim was to make a valuable product by using it. Large companies frequently recycle some of their wastes on site, while small companies send their waste off site to be recycled [2,3]. Initially, lab tests were done to identify characteristic of sludge. Mainly sludge is contained Poly vinyl acetate and Poly acrylic. Ithas70-80%ofmoisture. According to characters of the waste preparation of an adhesive is more suitable [4]. Initially Pressure sensitive adhesive was prepared. Pressure sensitive adhesive (PSA) tapes composed of acrylic copolymershavebeenextensively utilized in various industries, such as packaging, printing, electrical insulation, and automobile [5]. In general, the PSA properties (tack, peel adhesion, holding power) of acrylic adhesive have been controlled by blending tackifiers or dissimilar polymers, by adjusting molecular weight and its distribution, and by copolymerizationwitha polarmonomer and curing system. Polyvinyl acetate (PVA or PVAc) is a rubbery synthetic polymer. As an emulsion in water, PVA is sold as anadhesive for porous materials, particularly wood, paper, and cloth. It is the most commonly used wood glue, both as "white glue" and the yellow "carpenter's glue." PVA is widely used in bookbinding and book arts due to its flexibility, and because it is non-acidic, unlike many other polymers [6]. More, Polyacrylic can be used as thickening agents and coatings. Many acrylic resins are used for binding cloth, plastics, leather and in some cases metal foil [7]. When consider all these properties of both polymers, an adhesive is the most suitable product from this sludge. Therefore, preparation of adhesive formular and several adhesive tests were carried out at university laboratories. However, adhesive tests for wood and metal can’t be done under these facilities. Hence, adhesive was prepared and tests for paper and cardboard. ApurePVAc emulsionwithoutany plasticizer will,uponaging, become hard and brittle. However, the addition of the proper amount of plasticizer will soften it and eliminate embitterment with age [8]. Therefore, a smaller amount of plasticizer added to the PVAc formulation must be kept within the proper limits to ensure the integrity of the product. An amount of plasticizer is kept below 15%. In this paper, described how paper adhesive prepare from waste sludge and tests carried out toenhance bondstrength. The effect of blend of polymers (poly vinyl acetate and poly acrylate) content on PSAproperties wasalsoinvestigated for the blends. Then, the mechanism of reduced PSA properties was explained via dynamic chemical properties. 2. MATERIAL AND METHOD 2.1 Raw material Raw material employed in the experiment was wastesludge at CIC Company at Rathmalana and Chemicals used for this project are borax, copper sulphate, petroleum ether, and isopropyl alcohol and wheat flour. 2.2 Apparatus Tensile testing machine This can supply a tensile force with a constant rate of grip separation. The machine shall be equipped with a force- measuring system complete with an indicator and/or a recorder. The indicated force shall not differ from the true applied force by more than 2 %. The response time of the machine shall be short enough not to affect the accuracy
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1380 with which the force applied at the time of rupture can be measured. The force at rupture of the specimen shall lie in the range between 10 % and 80 % of the full-scale reading. Moisture balance was used to change the moisture level of the sludge. Characters of sludge were measured using oven, muffle furnace and balance. 2.3 Testing Method (1800 peel testing) To test our samples, peel testing method was used and a 180° peel test for the determination, under specified conditions, of the peel resistance of a bonded assembly of two adherents. A 90° peel test, more suitable for use with less flexible adherents that crack, break or delaminateinthe 180° peel test, is described in ISO 8510-1. A bonded assembly of two adherents is prepared using the adhesive under test (Figure 1). The adherents are pulled apart at a substantially steady rate, starting at the open end of the bond; in such a way that separation occurs progressively along the length of the bonded adherents. The force is applied substantially perpendicular to the planeofthe bond, through the separated part of the flexible adherent. Figure 1: A bonded assembly of two adherents 2.4 Characteristics of sludge Total alkalinity = 336 pH = 9.63 density = 952.13 kg/m3 Moisture content = 88.87% Solid content = 11.13 % Volatile solid = 6% 2.5 Test specimens: Adherents The adherents shall be thick enough to withstand the expected tensile force and their dimensions shall be measured accurately and reported in full in the test report. The recommended thicknesses of testspecimensare:metals 1, 5 mm; plastics 1, 5 mm; wood3mm;compoundedrubbers 2 mm. Other thicknesses agreed on between the purchaser and the supplier of the adhesive may be used [10]. 2.5.1 Rigid adherent The rigid adherent shall consist of a strip of flat material of width 25, 0 mm ± 0, 5 mm and minimum length of 200 mm. 2.5.2 Flexible adherent The flexible adherent shall be capable of being bent through an angle of 180° without gross irreversible Dimensional change. Unless specified otherwise, the flexible adherent shall be not less than 350 mm in length. Its width shall be either a) The same width as the rigid adherent, or b) For materials, prone to fraying. 2.6 Preparation of test specimens The procedure used in preparing the test specimensshall be such as to minimize variations. The use of a pneumatic or hydraulic press, hand or power-operated, that can apply a pressure of up to 1 MPa, is recommended [9]. Surface treatments shall be in accordance with ISO 17212, or, if this is not feasible, in accordance with the manufacturer’s instructions. Apply the adhesive, in accordance with the manufacturer’s instructions, over the whole width of the adherents to a length of 150 mm on each adherent.Allow the adhesive to set and, if necessary, cure it, in accordance with the manufacturer’s instructions. Bond the adherents using the method recommended by the manufacturer of the adhesive. If a press is used to make the test specimens, it shall can apply an even pressure over the entire bonded area and should preferably be fitted with a timer-controlled release mechanism. In order to provide a uniform distribution of pressure over the bonded area, the platens of the press shall be parallel. When this is impracticable, one platen shall be covered with a resilient pad. A 10-mm thick pad of rubber of Shore A hardness approximately 45 has been found to be satisfactory, using a press that applies a pressure of up to 700 kPa. As an alternative to preparing individual test specimens, panels of suitable size may be bonded to each other and test specimens cut from the bonded assembly, discarding from the bonded assembly the12-mmstripalong each of the outer edges parallel to the longer sides of thetest specimens. Determine the average thickness of the applied adhesive as accuratelyaspracticable,byweighingoranother suitable technique. A minimum of 5 specimens shall be tested. 2.7 Procedure Bend back the unbounded end of the flexible adherent. Clamp the rigid adherent in the fixed grip and the flexible adherent in the other grip, taking care that thetestspecimen is accurately positioned between the grips so that the
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1381 Moisture Content Vs Tensile Strength 0 0.5 1 1.5 2 2.5 3 3.5 20 30 40 50 60 70 80 Moisture % TensileStrength(N) tension applied is distributed uniformly across the width of the test specimen and set the machine in motion at a constant rate of grip separation. The recommended rate of grip separation is 100 mm/min - 10 mm/min. Record the rate of grip separation. Also record the force as a function of grip separation, Continue the test until at least 125 mm of the bonded length has separated. 3. RESULTS AND DISCUSSION Figure 2: Grip Separations For each specimen, determine from the curveofforceversus grip separation, the average peel force in Newton, over a peel length of at least 100 mm, but not including the first 25 mm. This may be done by drawing an estimated averageline (see Figure 2) or by planimetry, or by another suitable means if a more accurate result is required. Record the maximum and minimum force in this range. Calculate the arithmetic mean of the average peel forces for all the specimens tested, as well as the arithmetic means of the maximum and minimum forces. 3.1. by varying moisture Content of the sludge In this case several analyses were carried out by using the sludge by varying the chemical composition. Initially, the moisture composition was changed inthesludgeandsubject to peel test. The test results are shown in Table 01. Table 1: Tensile test results Sample 1 2 3 4 5 Moisture % 70 60 50 40 30 Tensile Strength (N) 3.23 1.68 1.42 1.02 1.13 Adhesive quality can be increased with moisture content without adding any plasticizer [11]. But pressure must be applied to stick the pieces (chart 01). Chart 1: Variation of tensile strength with moisture 3.2. By adding the constant wheat sample to the sludge Wheat to sludge ratio varied from 2:1 to 2:5. As in Table 02 tensile strength wasincreasedwiththesludgepercentageup to 50%. Thereafter it was started to reduce again as shown in Chart 2. Table 2: Tensile strength of wheat samples Wheat Sample (ml) Sludge Tensile Strength 20 10 5.21 20 20 6.76 20 30 6.31 20 40 6.31 20 50 6.04 Figure 3: Wheat samples
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1382 Sludge composition Vs Tensile Strength 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 0 10 20 30 40 50 60 Sludge (g) TensileStrengh(N) 1 1.5 2 2.5 3 3.5 4 4.5 5 0.5 1.5 2.5 3.5 4.5 5.5 Time (Days) Tensilestrengt Chart 2: Comparison of sludge composition and tensile strength 3.3. by adding vary wheat sample to the sludge In third test added varying wheat sample to get knowledge of best ratio for the adhesive as presented in Table 03. Table 3: Tensile strength with adding different wheat samples Optimum wheat to sludge ratio is 1:2. Wheat sample has prepared by adding 500ml water with 100g of wheat flour and 2g of copper sulphate. Boil it up to 70 0C (Chart 3). 3.5 4 4.5 5 5.5 6 0 5 10 15 20 25 Wheat Sample TensileStrength Chart 3: Tensile strength when varying wheat sample 3.4. Tensile strength with time Tensile strength was measured with time as described in table 04. Table 4: Tensile strength of samples Time (day) Sample tensile strength Pre-sample With borax 1 1.33 1.64 2 2.25 2.72 3 3.02 2.92 4 3.82 3.01 5 4.67 3.8 Tensile stresses were increased with time without adding wheat by pressing samples which is shown in Chart 4. Chart 4: temporal change of tensile strength 4. CONCLUSION Paper Adhesive was investigated form waste sludge of CIC Company which containPVA andPolyAcrylate.Thevalues of peel adhesion were dramatically increased with moisture content. Optimum moisture content for sludge is 70%. With time tear resistance was increased. The mechanism of reduced PSA properties was investigated through adding wheat flour and heat up. After wheat flour was added pressing is not needed and higher tear force was required to separate two pieces. Optimum wheat to flour ratio is 1:2. Further experiments can becarriedoutbyaddingthissludge with poly vinyl base adhesive component. 5. ACKNOWLEDGMENTS I would like to express my gratitude to Dr Maraliya and Dr Arampath from department of Chemical & Process Engineering in University of Moratuwa, Sri Lanka. Dr. Ishan Wheat Sample (ml) Sludge Tensile Strength 5 10 5.57 10 10 3.98 15 10 5.29 .pre-sample .with borax
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 08 | Aug -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1383 and others form ICI and all those whogave methepossibility to complete this research project REFERANCES [1] Dursun D., Sengul F., “Waste minimization study in a solvent-based paint manufacturing plant” Resources, Conservation and Recycling 2006;47(4):3316-331. [2] Center for Environmental ResearchInformation.,“Guides to pollution prevention: the paint manufacturing industry” United States; 1990. [3] Nehdi M., Sumner J., “Recycling waste latex paint in concrete” Cement and Concrete Research 2003;33(6):857-863. [4] Ebnesajjad S., “Adhesive Technology Handbook -2nd Edition” United states of America;2008. [5] Benedek I., “Pressure-Sensitive Adhesives and Applications- 2nd Edition” New York;2004. [6] Pocius A., V., “Adhesions and Adhesive Technology” “Adhesions and Adhesive Technology” New York;2002 [7] Sargent R., R., Williams M., S., “Polyacrylic acid compositions for textile processing” France;1993. [8] Seifert W., Strassburger E., Grefen S., Schaare S., “Wxperimental study about the influence of adhesive stiffness to the bonding strengths of adhesives for ceremic/metal targets” Defence Technology 2016;12(2):188-200. [9] Bleiker S., J., Dubois V., Schroder S., Stemme G.,NiklausF., “Adhesive wafer bonding with ultra-thin intermediate polymer layers” Sensors and Actuators A: Physical 2017;260:16-23. [10] Zheng R., Lin J., Wang P., Zhu C., Wu Y., “Effect of adhesive characteristics on static strength of adhesive bonded aluminum alloys” International Journal of Adhesion and Adhesives 2015;57:85-94. [11] Nicklisch F., Dorn M., Weller B., Serrano E., “Material properties of adhesives to be used in load bearing timber glass composite elements” Proceedings of International Conference 2014;271-280.