MODIFIED POLYMER CONCRETE
COMPARITIVE STUDY WITH
NORMAL CONCRETE
BY:
DHANASHREE R HIWANJ
PRATIK TEKAM
RUCHIKA BHUTADA
KARISMA KAMBLE
ANKIT MAHALLE
INTRODUCTION
What is polymer concrete???
Polymer concrete is a material made up of different
types of aggregates adhered by polyester resins.
This material is a lightweight in nature, and its
practically zero percentage of water absorption
guarantees complete watertightness.
Furthermore, its stability toward the freezing
-thawing cycles, its high resistance to most
chemicals and shock, and its minimum wear
from abrasion are other characteristics that
make polymer concrete a high quality
material.
TYPES OF POLYMERS
 Latex base rubber polymer.
 Acrylic base polymer.
 SBR (styrene butadiene rubber).
 Epoxy polymer.
DECORATIVE CONCRETE
Scope of work
Polymer concrete may be used for new construction or
repairing of old concrete.
The adhesion properties of polymer concrete allow
patching for both polymer and cementitious concretes.
It can also be used as a replacement for asphalt
pavement, for higher durability and higher strength.
The low permeability of polymer concrete allows it to
be used in swimming pools, sewer pipes, drainage
channels, electrolytic cells , and other structures that
contain liquids
ADVANTAGES
1) Rapid curing at ambient temperatures.
High tensile, flexural, and compressive
strengths.
2) Good adhesion to most surfaces.
Good long-term durability with respect to freeze
and thaw cycles.
3) Low permeability to water and aggressive
solutions.
4) Good chemical resistance.
5) Good resistance against corrosion.
6) Lightweight.
7) May be used in regular wood and steel
formwork.
8) DECORATIVE CONCRETE
COMPARISION WITH NORMAL CONCRETE
AVG. Cube Compressive Strength Of Concrete At 21 Days in N/mm2
FOR NORMAL CONCRETE
AVG. Cube Compressive Strength Of Concrete At 21 Days in N/mm2
FOR POLYMER CONCRETE
Curing Days W/C Ratio
0.6
W/C Ratio
0.5
W/C Ratio
0.4
3 Days 2.54 2.57 3.22
7 Days 6.12 7.13 9.11
21 Days 15.25 18.02 20.16
Curing Days W/C Ratio
0.6
W/C Ratio
0.5
W/C Ratio
0.4
3 Days 2.12 3.54 4.36
7 Days 4.10 10.19 12.21
21 Days 12.59 21.35 32.16
0
5
10
15
20
25
30
35
3 Days 7 Days 21 Days
PC -W/C 0.4
NC-W/C 0.4
COMPARISION WITH NORMAL CONCRETE
AVG.TENSILE STRENGTH OF CONCRETE AT 21 DAYS in N/mm2.
FOR NORMAL CONCRETE
Curing Days W/C Ratio
0.6
W/C Ratio
0.5
W/C Ratio
0.4
3 Days 1.15 1.20 1.20
7 Days 1.50 1.89 2.15
21 Days 2.86 2.95 3.10
AVG.TENSILE STRENGTH OF CONCRETE AT 21 DAYS in N/mm2.
FOR POLYMER CONCRETE
Curing Days W/C Ratio
0.6
W/C Ratio
0.5
W/C Ratio
0.4
3 Days 0.98 1.29 1.46
7 Days 1.39 2.20 2.56
21 Days 2.38 3.47 3.94
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
3 Days 7 Days 21 Days
PC -W/C 0.4
NC-W/C 0.4
Case study
FULLERTON HOTEL (SINGAPORE)
Problem :- Failure of Basement coat
AREA =3300 Sq.m.
Reason of Failure…
Solution….
CONCLUSIONS
 There is an increase in the workability of concrete
without adversely affected on strength of concrete.
 There is an improvement in the strength of
concrete as the increase in strengths due to the
addition of polymer at a optimum W/C ratio.
 Tensile strength increases up to 21.32 %.
 Compressive Strength increases up to 37.31%
REFERENCES
1. Moniruzzaman, M. and K.I. Winey, Polymer Nanocomposites
Containing Carbon
Nanotubes. Macromolecules, 2006. 39(16): p. 5194-5205.
2. Vaia, R.A. and H.D. Wagner, Framework for nanocomposites.
Materials Today,
2004. 7(11): p. 32-37
3. Referance Book Of Concrete Technology(Gambhir , Shetty)
4. www.polymer-international.com
5. http://en.wikipedia.org
6. P.K. Mehta and P.J.M. Monteiro, Concrete: Microstructure,
Properties, and Materials

Modified polymer concrete

  • 1.
    MODIFIED POLYMER CONCRETE COMPARITIVESTUDY WITH NORMAL CONCRETE BY: DHANASHREE R HIWANJ PRATIK TEKAM RUCHIKA BHUTADA KARISMA KAMBLE ANKIT MAHALLE
  • 2.
    INTRODUCTION What is polymerconcrete??? Polymer concrete is a material made up of different types of aggregates adhered by polyester resins. This material is a lightweight in nature, and its practically zero percentage of water absorption guarantees complete watertightness.
  • 3.
    Furthermore, its stabilitytoward the freezing -thawing cycles, its high resistance to most chemicals and shock, and its minimum wear from abrasion are other characteristics that make polymer concrete a high quality material.
  • 4.
    TYPES OF POLYMERS Latex base rubber polymer.  Acrylic base polymer.  SBR (styrene butadiene rubber).  Epoxy polymer.
  • 5.
  • 8.
    Scope of work Polymerconcrete may be used for new construction or repairing of old concrete. The adhesion properties of polymer concrete allow patching for both polymer and cementitious concretes. It can also be used as a replacement for asphalt pavement, for higher durability and higher strength. The low permeability of polymer concrete allows it to be used in swimming pools, sewer pipes, drainage channels, electrolytic cells , and other structures that contain liquids
  • 9.
    ADVANTAGES 1) Rapid curingat ambient temperatures. High tensile, flexural, and compressive strengths. 2) Good adhesion to most surfaces. Good long-term durability with respect to freeze and thaw cycles. 3) Low permeability to water and aggressive solutions. 4) Good chemical resistance. 5) Good resistance against corrosion. 6) Lightweight. 7) May be used in regular wood and steel formwork. 8) DECORATIVE CONCRETE
  • 10.
    COMPARISION WITH NORMALCONCRETE AVG. Cube Compressive Strength Of Concrete At 21 Days in N/mm2 FOR NORMAL CONCRETE AVG. Cube Compressive Strength Of Concrete At 21 Days in N/mm2 FOR POLYMER CONCRETE Curing Days W/C Ratio 0.6 W/C Ratio 0.5 W/C Ratio 0.4 3 Days 2.54 2.57 3.22 7 Days 6.12 7.13 9.11 21 Days 15.25 18.02 20.16 Curing Days W/C Ratio 0.6 W/C Ratio 0.5 W/C Ratio 0.4 3 Days 2.12 3.54 4.36 7 Days 4.10 10.19 12.21 21 Days 12.59 21.35 32.16
  • 11.
    0 5 10 15 20 25 30 35 3 Days 7Days 21 Days PC -W/C 0.4 NC-W/C 0.4
  • 12.
    COMPARISION WITH NORMALCONCRETE AVG.TENSILE STRENGTH OF CONCRETE AT 21 DAYS in N/mm2. FOR NORMAL CONCRETE Curing Days W/C Ratio 0.6 W/C Ratio 0.5 W/C Ratio 0.4 3 Days 1.15 1.20 1.20 7 Days 1.50 1.89 2.15 21 Days 2.86 2.95 3.10 AVG.TENSILE STRENGTH OF CONCRETE AT 21 DAYS in N/mm2. FOR POLYMER CONCRETE Curing Days W/C Ratio 0.6 W/C Ratio 0.5 W/C Ratio 0.4 3 Days 0.98 1.29 1.46 7 Days 1.39 2.20 2.56 21 Days 2.38 3.47 3.94
  • 13.
    0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 3 Days 7Days 21 Days PC -W/C 0.4 NC-W/C 0.4
  • 14.
    Case study FULLERTON HOTEL(SINGAPORE) Problem :- Failure of Basement coat AREA =3300 Sq.m. Reason of Failure… Solution….
  • 15.
    CONCLUSIONS  There isan increase in the workability of concrete without adversely affected on strength of concrete.  There is an improvement in the strength of concrete as the increase in strengths due to the addition of polymer at a optimum W/C ratio.  Tensile strength increases up to 21.32 %.  Compressive Strength increases up to 37.31%
  • 16.
    REFERENCES 1. Moniruzzaman, M.and K.I. Winey, Polymer Nanocomposites Containing Carbon Nanotubes. Macromolecules, 2006. 39(16): p. 5194-5205. 2. Vaia, R.A. and H.D. Wagner, Framework for nanocomposites. Materials Today, 2004. 7(11): p. 32-37 3. Referance Book Of Concrete Technology(Gambhir , Shetty) 4. www.polymer-international.com 5. http://en.wikipedia.org 6. P.K. Mehta and P.J.M. Monteiro, Concrete: Microstructure, Properties, and Materials