Download - Modified polymer concrete
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.
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
ADVANTAGES1) 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 CONCRETEAVG. 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 Ratio0.6
W/C Ratio0.5
W/C Ratio0.4
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 Ratio0.6
W/C Ratio0.5
W/C Ratio0.4
3 Days 2.12 3.54 4.36
7 Days 4.10 10.19 12.21
21 Days 12.59 21.35 32.16
COMPARISION WITH NORMAL CONCRETEAVG.TENSILE STRENGTH OF CONCRETE AT 21 DAYS in N/mm2.
FOR NORMAL CONCRETE
Curing Days W/C Ratio0.6
W/C Ratio0.5
W/C Ratio0.4
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 Ratio0.6
W/C Ratio0.5
W/C Ratio0.4
3 Days 0.98 1.29 1.46
7 Days 1.39 2.20 2.56
21 Days 2.38 3.47 3.94
Case study
FULLERTON HOTEL (SINGAPORE)Problem :- Failure of Basement coatAREA =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