IRJET- Use of Waste Rubber Chips for the Production of Concrete Paver Block

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4829
Use of Waste Rubber Chips for the Production of Concrete Paver Block
Shivradnyi Gaikwad1, Sandesh Nalage2, Namdev Nazare3 , Rajendra Joshi4
1234
UG Student, Department of Civil Engineering, T.K.I.E.T. Warananagar,Shivaji University,Kolhapur, India.
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Abstract - This paper attempts to carry out study on use of
waste rubber chips at the percentage of 0%, 5%,10%, 20%
and 40% to be used in the production of concrete paver block.
Morever, after preparing this specimens by using mix
proportions of M20 to be used, these samplesarekeptinwater
tank for curing period of 7 days. Then samples are taken out
and their hardened concrete properties such as unit weight
and compressive strengths test are carried out and their
strengths are calculated. Conclusions are drawn from the
results of the tests.
Key Words: Paver Block, Compressive strength, Rubber
Chips, Unit weight.
1.INTRODUCTION
Worldwide uses of rubber products are increasing every
year. A significant proportion of waste rubber is generated
during the manufacturing process of rubber products, and
the disposal of such waste has been a problem due to the
non-degradablecomplexstructureof rubberandcategorized
as hazardous waste. Previous studies have shown that
adding waste rubber increases the skid resistance and
decreases abrasion resistance while making it moreflexible.
However, compressive strength get reduced with the
addition of rubber waste. Therefore, further studies are
necessary to find a balance between the desired properties
and come up with an optimum mix design for rubberized
concrete. Most of previous studies are related to use of
crumb rubber. Therefore, attempts are made to carry out an
experimental study to develop a mix which gives the
required compressive strength with the highest proportion
of waste rubber content in the mix to give a value additionto
this waste product. (Gamalath H., 2016).
Advantages of using Rubber in concrete:
1. The rubber concrete is affordable andcosteffective.
2. It resists the high pressure, impact and
temperature.
3. They have good water resistance with low
absorption, improved acid resistance, low
shrinkage, high impact resistance, and excellent
sound and thermal insulation.
1.1 Material Properties:
A. Cement:
In manufacturing of paver blocks OPC 53 grade will be used.
The properties of the cement are as follows:
Fineness of cement - 90%,
Standard consistency of cement – 32%,
Initial setting time of cement – 30min,
Final setting time of cement – 360min,
Specific gravity – 2.3,
Strength of cement – 38.32 N/mm2 (for 28 days)
B. Fine Aggregates:
Locally available river sand conforming to grading zone-III
was used. The sand was crushed sand screened at site to
remove deleterious material. The fineness modulus of sand
used is 2.45 and with a specific gravity of 2.65.
C. Coarse Aggregates:
In the present study a locallyavailablecoarseaggregatefrom
quarry was used. The aggregate has been conforming to the
Indian standard code of IS: 383:1970 will be selected. The
nominal size of coarse aggregate used for pavers is 10-12
mm size. The test made on the coarse aggregate is specific
gravity 2.45 and fineness modulus of 3.84. The weight ratio
of course to fine aggregate of all paving blocks was kept to
about 1 : 2 throughout the whole experimental works.
D. Silica Fume:
It is used to provide proper finish to the paver block.
E. Water:
Water used in the experimental work is conformed to IS:
456-2000 for mixing as well as curing of Concrete
specimens.
F. Rubber Chips:
The scrap tyre are collected and cut into small pieces. The
rubber chips are sieved through 12 mm and retained in 10
mm for the replacement of coarse aggregate as shown in
figure 1.
Fig -1: Rubber chips.

2.PREPARATIONANDDETAILSOFTESTSPECIMEN:
In the present experimental investigation, thetotal numbers
of specimens casted were 6. Out of 6 samples, Specimen ID1
has no rubber chips content and admixtures. Specimen Id 2
has no rubber chips content but the presence of hardner.
Specimen Id 3 contains 5 % rubber chips are present in
blocks without use of admixture. Similarly Specimen Id 4
and 5 contains each respectively of 10% and 20 % rubber
chips with no admixtures. Specimen Id 6 contains 40%
rubber chips and with use of admixtures. The presence of
rubber chips in paver block in wet condition is as shown in
figure 2.
Fig -2: Presence of rubber chips in paver blocks.
2.1 Mix Proportion:
The casting of rubber concrete contains waste tyre rubber
chips of 12 mm with partial replacement ofcoarseaggregate
at various percentages like 0%, 10% & 20% and 40%. The
mix identification is given in the table 1.
Specimen
ID
Mix
No. of Specimens
for 7 days curing
P1 Control Specimen 1
P2 Control Specimen
with admixture
1
P3 P1+5% Rubber Chips 1
P4 P1+10% Rubber
Chips
1
P5 P1+20% Rubber
Chips
1
P6 P1+40% Rubber
Chips+ Admix.
1
Table -1: Mix Identification
Paver blocks were casted in mould of size 320x210x70mm.
Mix proportion for all specimen wascastasperthe ratiosare
given in table 2. After that the coarse aggregatewasreplaced
with 5%, 10%, 20% and 40% crumbrubberbyweightoffine
aggregates. The water cement ratioistakenas0.31. MixM20
has been adopted.
2.2 Casting of control specimen:
The ingredients for various mixes were weighed, required
water was added and mixed by using concrete drum mixer
machine as shown in figure 3. After preparing mix, the
concrete was placed in moulds and the moulds were placed
on machine vibrator for compaction as shown in figure 4.
Specimens were cast for the determination of unit weight
and compressive strength respectively. Thespecimenswere
demoulded and placed immediately in watertank forcuring.
Fig -3: Drum mixing machine.
Fig -4: Placing of blocks on vibrating platform.
3. TEST RESULTS & DISCUSSIONS:
3.1 Unit weight:
The unit weight values used for the analysis of this section
are measured from the paver block samples after 7 days of
curing. The results for the unit weight are presented in table
2 and figure 5 demonstrates the comparative decrease in
unit weight of the rubberized concrete in contrast with the
respective control concrete.

No. Specimen
ID
Mix Unit
Weight
(Kg/m3 )
%
Reduction
1 P1 Control Specimen 1749.31 0.00
2 P2 Control Specimen
with admixture
1609.60 7.98
3 P3 P1+5% Rubber
Chips
1755.21 0.00
4 P4 P1+10% Rubber
Chips
1702.08 2.70
5 P5 P1+20% Rubber
Chips
1674.53 4.27
6 P6 P1+40% Rubber
Chips+ Admixture
1576.15 9.89
Table -2: Unit weights of the control concretes and
rubberized concrete. (7 Days)
Fig -5: Comparative graph of Unit weights.
From the figures it can be seen that density reduces by the
addition of rubber aggregates.Thegeneral densityreduction
was to be expected due to the low specific gravity of the
rubber aggregates with respect to that of the mineral
aggregates. The reduction in density can be a desirable
feature in a number of applications. From table 5.2, we can
see that for specimen P1, Unit weight is 1749.31. For
Specimen P2 unit wt. is 1609.60 and percentage reduction is
7.98. For P3, unit wt. is 1755.21 and there is no percentage
reduction. For specimen P4, unit wt. is 1702.08 and
percentage reduction is 2.70. For specimen P5, unit wt. is
1674.53 and percentage reduction is 4.27, finally for
specimen P6, unit wt. is 1576.15, percentage reduction is
9.89.
3.2 Compressive Strength:
Compressive strength is defined as the capacityofa material
or structure to resist compression when a load is applied on
it, in order to push it together. In other words, we can say
compressive strength of a material can alsobedefinedasthe
minimum amount of load required at which that particular
material breaks down.
In this experiment we have tested all the blocks that we had
casted with different ratios of crumb rubber for their
compressive strengths. After finishing, the samples were
covered with sheets to minimize the loss of moisture. The
specimens were de-moulded after 24 hours and thenkept in
water for curing. The compressive strength test was carried
out after 7 days.
No. Specimen
ID
Mix Compressive
Strength
(MPA) at 7
days
% Strength
Loss
1 P1 Control
Specimen
6.70 0.00
2 P2 Control
Specimen
with
admixture
6.85 0.00
3 P3 P1+5%
Rubber Chips
5.95 11.19
4 P4 P1+10%
Rubber Chips
5.21 22.23
5 P5 P1+20%
Rubber Chips
4.46 33.43
6 P6 P1+40%
Rubber
Chips+
Admixture
3.72 44.47
Table -3: Compressive strength test results.
The compressive strengths of concrete specimens were
determined after 7 days of curing. For rubberized concrete,
the results show that the addition of rubber aggregate
resulted in a significant reduction in concrete compressive
strength compared with the control concrete.Thereason for
the compressive strength reductions could be attributed
both to a reduction of quantity of the solid load carrying
material and to the lack of adhesion at the boundaries of the

rubber aggregate. Soft rubber particles behave as voids in
the concrete matrix. The compressivestrengthtest results of
block after 7 days are as shown in table 3.
From table 3, we can see that compressive strength for
specimen P1 is 6.70, compressive strength for specimen P2
is 6.85 and there is no percentage loss in strength,
compressive strength for specimen P3 is 5.95 and
percentage loss in strengthis11.19%. Compressivestrength
of specimen P4 is 5.21 and percentage strength loss is
22.23%, Compressive strength of specimen P5 is 4.46 and
percentage strength loss is 33.43%, Compressivestrengthof
specimen P4 is 3.72 and percentage strength loss is 44.47%.
From the results we can see that as the percentage of rubber
goes on increasing, the compressive strength of the block
goes on increasing, and ultimately affectsonthe%reduction
in strength. Results in the form of graph are as shown in
figure 6.
Fig -5: Compressive strength test results.
3. CONCLUSIONS
a) The introduction of recycled rubber tires into
concrete significantly increased the slump and
workability. It was noted that the slump has
increased as the percentage of rubber was
increased.
b) For rubberized concrete, the test results show that
the addition of rubber chips resulted in a significant
reduction in concrete compressive strength
compared with the control concrete. This reduction
increased with increasing percentage of rubber
chips.
c) The overall results of this study show that it is
possible to use recycled rubber tires in concrete
construction as a partial replacement for coarse
aggregates. However, the percentage replacement
should be limited to specified amounts asdiscussed
above and the application should be restricted to
particular cases wheretheimprovedpropertiesdue
to the rubber aggregates outweigh the
corresponding demerits that may occur due to
them.
d) Rubber replacing concrete can be used in light
weight concrete as it decreases the density of the
concrete.
REFERENCES
1. Banerjee S., Mandal A., Rooby J. (2016), “ Studies on
Mechanical Properties of Tyre Rubber Concrete”,
International Journal of Civil Engineerin, Vol. 3, Iss.
7., PP. 6-9.
2. Chauhan M., Sood H., (2017), “ Rubber Modified
Concrete- A Green Approach For Sustainable
Infrastructural Development”, International
Research Journal of Engineering and Technology,
Vol. 4, Iss. 6, 973-978.
3. Chandrakumar K. Raju S., (2015), “ Re-Use of Waste
Tire Rubber Pieces in the Production of Light
Weight Concrete”, International Journal of Science
and Research, Vol. 4, Iss. 5, PP. 1720-1724.
4. Gamalath H.G.P., Weerasinghe T.G.P.L., S.M.A.
Nanayakkara (2016), “Use Of Waste Rubber
Granules For The Production Of Concrete Paving
Blocks”, 7th International Conference on
Sustainable Built Environment.
5. Sharma R., Mehta S. (2018), “Partial ReplacementOf
Fine Aggregate By Waste Tyre Crumb Rubber In
Concrete”, International Journal ofCivil Engineering
and Technology, Vol. 9, Iss. 7, PP. 895-903.
6. Siddique R., Naik T. (2004), “Properties of concrete
containing scrap-tire rubber – an overview ”, Waste
Management, Vol. 24, PP. 563-569.
7. Waris M., Ali N., Khalifa S. (2016), “ Use of Recycled
Tire in ConcreteforPartial AggregateReplacement”,
International Journal of Structural and Civil
Engineering Research , Vol. 5, Iss. 4.

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