International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 02 | Feb -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 452
A Study of Construction Chemical Used for Testing in Building
Construction
Anil Gupta, Rahul Satbhaiya
M.Tech Scholar Dept. Of Civil Engineering, Infinity Management & Engineering College Sagar, M.P. India
Asst. Prof. Dept. Of Civil Engineering, Infinity Management & Engineering College, Sagar, M.P. India
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Abstract - - Performance assessment of RCC building
structures can be done while accessing the chemicals which
are being used by the engineers for building the complete.
Testing the chemical used in the building constructing. We
have considered three main parameters to test & these are as
follows:
1. Water Reducers
2. Water Proofers
3. Strengtheners
Tests are as follows:
a) 28 Day cube compressive strength
b) Split tensile strength test
c) Jacketed column test
d) Double shear test
1. INTRODUCTION
WR Series I
i) It is seen that the addition of water reducers increases
workability. The slump values and compaction factor values
of the mixes containing water reducers are more than that of
the reference mix.
ii) From the test results, it is observed that the workability
values in terms of slump and compaction factor, of the mixes
with 1% dosage of water reducers are greater than with
0.5% dosage.
iii) Mixes with water reducers having chemical bases refined
lignosulphonates, naphthalene base and m0elamine base
performed well in producing very high workability. This was
observed from the results of slump test and compaction
factor test.
iv) One of the objectives of adding water reducers is to
increase the workability with unchanged strength. On seeing
and comparing the results of 28-day strengths of various
mixes, it is concluded that melamine based superplasticiser
performed best in achieving higher strength in addition to
increased workability.
WR Series 2
i) In these mixes, the slump value is found to be less than the
slump value of the reference mix.
ii) In the mixes with reduced water content and having
water reducers, the slump value is found to be more in the
mixes containing 1% dosage than in the mixes having 0.5%
dosage.
iii) It is seen that mixes containing refined lignosuiphonates
and processed lignosulphonates have very low slump value
for 15% water reduction and 20% water reduction. It is
concluded that they are plasticisers and able to maintain
workability up to 15% water reduction even though they
enhance strength.
iv) While reducing water content and adding water reducers,
the 28- day compressive strength increased for 10%, 15%
and 20% water reduction than the value of reference mix.
This increase is less than that with 1% dosage of processed
lignosuiphonates based plasticisers.
v) The value of 28-day compressive strength of the mix
containing 20% less water than reference mix with 0.5%
water reducer was found to be 42.96 N/mm2 which is 55%
greater than the strength of reference mix. The water
reducer used was naphthalene based one. The
corresponding slump value was 11 mm, which is slightly less
than that of reference mix.
vi) The advantage of adding water reducer to concrete is to
lower the water content thereby increasing strength without
affecting workability. On comparing the results, it has been
seen that melamine based superplasticiser performed best in
achieving good strength on reducing water content while
maintaining workability.
WR Series 3
The purpose of this series is to prove that the addition of
water reducer helps in the reduction of cement without loss
of workability and strength and comparing the performance
of mixes containing different water reducers. The following
are the observations:
i) The slump is found to be more in the mixes containing 1%
dosage than in the mixes with 0.5 % dose.
ii) From the test values, it has been found that the mixes with
naphthalene based superplasticiser performed well while
reducing cement content without affecting workability and
28 –day compressive strength.
iii) the manufacturers advertise that addition of water
reducers to concrete results in reduction of cement content
without loss of strength & workability thus leading to
economy. In this program, the cement content was reduced