Journal of Applied Mathematics and Physics, 2014, 2, 310-315
Published Online May 2014 in SciRes. http://www.scirp.org/journal/jamp
http://dx.doi.org/10.4236/jamp.2014.26037
How to cite this paper: Kaya, B.A. and Kar, F. (2014) Thermal and Mechanical Properties of Concretes with Styropor.
Journal of Applied Mathematics and Physics, 2, 310-315. http://dx.doi.org/10.4236/jamp.2014.26037
Thermal and Mechanical Properties of
Concretes with Styropor
B. A. Kaya, F. Kar
Department of Chemical Engineering, Firat University, Elazig, Turkey
Email: abi cer @firat . edu .tr
Received N ove mber 20 13
Abstract
In this paper waste expanded polystyrene (EPS) granulated in various proportions was added to
cement and lime paste and samples were produced in order to provide heat and voice insulation
and produce low-intensity concrete. Styropor, which is especially obtained as waste material in
packaging industry, is used in production of samples; the purpose here was to prevent environ-
mental pollution and produce construction material with variable cost. Hot wire method was used
for measuring the thermal conductivity of the sample. A mould with the dimensions of 20 × 60 ×
150 mm was prepared for thermal experiments and 100 × 100 × 100 mm was prepared for me-
chanical experiments and the mortars were cast. The samples were subjected to thermal conduc-
tivity, pressure and tensile strength and water absorption tests. The diameter of the EPS ranged
from 0 to 6 mm and concrete involvement rate was determined as to be 0 to 70 percentages. As a
result, it has been found out that in EPS-containing cement and lime binding-agent materials can
be used for the following purposes: (i) production of earthquake-proof low-intensity concrete, (ii)
as insulation-purpose construction material, (iii) decoration.
Keywords
Waste Sty ropor, Concrete Materials, Insulatio n
1. Introduction
Today styropor can be used as insulation material in buildings; it is also widely used in packaging industry. As
an important waste material in terms of environmental pollution, this material has to be recycled and re-econo-
mized. Intense studies have been conducted in this area, including chemical structures of PS and EPS, usage as
aggregate in low-intensity concrete construction, and its evaluation as binding agent in the production of some
composite materials as well as decoration and packaging material.
Babu et al. examined the mechanical features of light concretes produced by using fly ash along with ex-
panded polystyrene along with regular aggregate [1]. Mıhlayanlar et al. investigated the thermal and mechanical
characteristics of EPS insulation boards [2]. Miled et al. studied the impact of the change in the amount and di-
mensions of EPS found on aggregated concrete samples on the pressure resistance of the concrete [3]. Bourvard
et al. worked on the physical features of high-performance concretes consisting of expanded polystyrene balls
[4]. Chen studied on the characteristics of the light concrete which consists of polystyrene foam reinforced with
steel fibre [5]. Babu et al. investigated the mechanical behaviours of the concretes which were mixed with silica
B. A. Kaya, F. Kar
311
fume at different rates in order to increase the resistance of low-intensity concrete consisting of EPS [6].
In this paper, the thermal and mechanical features of samples produced by granulating the styropor particles
which are liberated as waste material in packaging industry using certain amounts of cement and gypsum bind-
ing agents have been examined.
2. Expanded Polystyrene
Expanded Polystyrene Foam (EPS) is a foam-like-closed-pored thermoplastic material, typically in white colour,
obtained from polymerization of styrene monomer (Figure 1) [7].
EPS products are obtained by means of bulking and amalgamation of polystyrene particles; the bulking has
used for bulking the particles and obtaining foam is “Pentane”. As an organic component, pentane makes sure that
several small pores are formed within the particles and then it changes places with air in a very short time during
and after the production. With the liberation of pentane, inert air is trapped in the abounding (3 - 6 billion in 1 m3
EPS depending on density) number of small pored cells. 98 percent of the material is air and the rest is polystyrene
[7] [8]. Then, it is ensured that the expanded particles rested in special bunkers amalgamate with each other with
the help of the steam inside the mould and that it gains the characteristics of the material. As a result of the
amalgamation of particles, a continuous mass consisting of polygons combined with each other without any space,
which looks like a honeycomb.
-EPS is not poisonous; it does not enter into chemical reaction under normal atmosphere conditions. It does not
consist of chlorofluorocarbon (CFC), hydro chlorofluorocarbon (HCFC) and formaldehyde [9].
-EPS is not a nutrient for bacteria and fungi. EPS production consumes less energy and hence less natural re-
sources compared to similar products.
-EPS is an infinite-life material. Once these materials are used, it is released to the nature as waste. As it is a
recyclable material, and because the materials that it consists do not harm the nature and the ozone layer, it is an
environmental-friend material [7]. EPS does not spoil in garbage and create greenhouse gas, and it does not pollute
the air, water or the ecosystem [9]. EPS is a close-pored material. Due to its very low level of water absorption, its
features do not change even if it directly contacts with water. As it does not dissolve and disintegrate in water, the
pore walls are water-proof. In addition, taking into consideration the fact that EPS will not remain as totally
submerged into water in any building, it can be labeled as “water-tight”.
3. Experimental Study
The new-produced materials, which are the mixture of granule styropor, cement and binding, are subjected to
some tests, such as mechanical and thermal. For mechanical tests some cubical blocks are used in dimensions of
100 × 100 × 100 mm, while rectangular blocks are prepared with the dimensions 150 × 60 × 20 mm for testing
the density, thermal conductivity and water absorption measurements. The samples in the moulds are presented
in Figure 2.
In the samples prepared, the volumetric mixture rates of styropor were determined as 0 - 70 percent for ce-
ment binding samples and 0 - 60 percent for gypsum binding-agent samples; they were cast and left to drying for
the standard 28 days; then the experiments were launched. A shotherm-QTM unit (Showa Denko) which oper-
ated according to the hot wire method of DIN 51046 was used to measure the thermal conductivity of the spe-
cimens. Its magnitude and sensitivity were 0.02 - 10 Wm1K1 and ±5% on its scale respectively [10]. The
measurements on three locations of each sample blocks were repeated three times to reflect the average of nine
values. The thermal properties of samples are given in Table 1.
Figure 1. Polystyren and expanded polystyrene [7].
B. A. Kaya, F. Kar
312
Figure 2. Rectangular and cubical blocks samples.
Table 1. Thermal conductivity and density values of sample with cement and lime.
Styropor
percentage
(%)
Samples with cement Samples with lime
Density (gcm3) Thermal Cond. (Wm1K1) Density (gcm3) Thermal Cond. (Wm1K1)
0 1.628 0.590 1.386 0.339
2 1.617 0.577 - -
5 1.562 0.565 1.308 0.303
8 1.542 0.552 - -
10 1.484 0.533 1.230 0.275
15 1.468 0.511 - -
20 1.457 0.465 0.984 0.238
25 1.378 0.436 - -
30 1.210 0.415 0.898 0.210
35 1.171 0.401 - -
40 1.152 0.380 0.800 0.180
45 1.074 0.356 - -
50 1.015 0.330 0.625 0.145
55 0.976 0.300 - -
60 0.878 0.265 0.574 0.110
65 0.828 0.235 - -
70 0.644 0.220 - -
The aim of water absorption test is to investigate the maximum amount of water uptake by the different sam-
ples. This property is important in determining the suitability of this material against freezing hazards. The crit-
ical amount of moisture is 30 percent of the total dry volume, below which the material doesn’t deform on
freezing. The experiments were performed according to the BS 812. Part 2 standard by keeping the specimens in
water for 48 hours. Mechanical strength tests on the samples were undertaken according to the ASTM C 109-80
standard. Pressure strength and tensile strength tests were applied on each sample blocks. Those measurements
were taken and listed in Table 2.
As styropor ratio increases, Thermal conductivity and density of both cement and lime binding agent samples
decrease Table 1 and Figure 3 and Fig ur e 4.
It has been found out that as the styropor rate in the samples increases, their water absorbtion, pressure
strength and tensile strength values decrease Table 1 and Figures 5-7.
B. A. Kaya, F. Kar
313
Figure 3. Thermal conductivity of samples against styropor
percent ages.
Figure 4. Density of samples against styropor percentages.
Table 2. P ressure strength, tensile strength and water absorbtion values of sample with cement and lime.
Styropor
percentage
(%)
Samples with cement Samples with lime
Pressure strength
(Nmm2)
Tensile strength
(Nmm2)
Water absorption
(%)
Pressure strength
(Nmm2)
Tensile strength
(Nmm2)
Water absorption
(%)
0
2
5
8
10
15
20
25
30
35
40
45
50
55
60
65
70
36.72
32.81
31.25
29.69
28.12
23.43
21.87
18.75
12.50
11.45
10.93
7.81
4.68
4.18
2.34
0.62
0.46
2.12
2.01
1.96
1.91
1.86
1.70
1.64
1.52
1.24
1.19
1.16
0.98
0.76
0.72
0.54
0.28
0.24
22
20
18
17
16
14.5
13
11
10.5
8.9
8
6.9
6.2
4
3
2.5
2.0
7.42
-
6.56
-
5.46
-
4.29
-
2.34
0.78
-
-
0.70
-
0.62
-
-
0.96
-
0.90
-
0.82
-
0.73
-
0.54
0.31
-
-
0.30
-
0.28
-
-
24
-
22
-
20
-
17
-
14
12.5
-
-
8.5
-
5.5
-
-
B. A. Kaya, F. Kar
314
Figure 5. Water absorption of samples against styropor per-
centages.
Figure 6. Pressure strength of samples against styropor per-
centages.
Figure 7. Tensile strength of samples against styropor per-
centages.
4. Conclusions
As the thermal conductivity of styropor is considerably low basically, the increase in styropor ratio of the sam-
ples produced by adding styropor to the mixture means a decrease in thermal conductivity coefficient, which in
B. A. Kaya, F. Kar
315
turn exerts negative impact on pressure resistance. For this reason, this type of material has the potential of be-
ing evaluated in construction elements where thermal insulation and material intensity is important.
In styropor-consisting cement and gypsum-binding agent samples, intensity decreases as styropor ratio in-
creases. This feature can cause the decrease of vertical loads especially when cement-binding agent samples are
used as concrete type and earthquake-resistance improves as the size of elements diminishes.
There are several methods for thermal insulation in buildings; choosing the appropriate material when realiz-
ing these methods are also essential. The selected thermal materials must be functional and economic and com-
patible with the physics of the construction.
References
[1] Babu, D.S., Babu, K.G. and Wee, T.H. (2005) Properties of Lightweight Expanded Polystyrene Aggregate Concretes
Containing Fly Ash. Cement and Concrete Research, 35, 1218-1223.
http://dx.doi.org/10.1016/j.cemconres.2004.11.015
[2] Mıhlayanlar, E., Dil macc, S. and Guner, A. (2008) Analysis of the Effect of Production P rocess Parameters and Den-
sity of Expanded Polystyr en e Insulation Boards on Mechanical Properties and Thermal Conductivity. Materials and
Design, 29, 344 -352. http://dx.doi.org/10.1016/j.cemconres.2004.11.015
[3] Miled, K., Sab, K. and Roy, R.L. (2007) Particle Size Effect on EPS Lightweight Concrete Compressive Strength: Ex-
perimental Ivestigation and Modeling. Mechanics of Materials, 39, 222-240.
[4] Bouvard, D., Chaix, J.M. , Dendievel, R., Fazekas, A. , Létang, J. M., Peix, G. and Quenard, D. (2007) Characterization
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[5] Chen, B. and Liu, J. (20 04 ) Properties of Lightweight Expanded Polystyrene Concrete Reinforced with Steel Fiber.
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[6] Babu, K.G. and Babu D.S., (2003 ) Behavior of Lightweight Expanded Polystyrene Concrete Containing Silica Fume.
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[7] http://www.yapidekor.net/Bilgiler/Genlestirilmis-Polistiren-Sert-Kopuk (20.09.2013)
[8] http://www.senapor.com.tr (20.09.2013)
[9] http://www.atermit.com/tr/eps ve cevre (17.09.2013)
[10] DENKO, Showa Shotherm Operation Manual No 125-2. K.K. Instrument Products Department, 13-9, Shiba Daimon,
Tokyo, 105, Japan, 1981.