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IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 207
AN ANALYSIS OF RAW MATERIALS FOR CONCRETES AS METAL
SHEETS FOR SOLAR RADIATION ABSORBER
N. R. Ismail1
, N. Fuhaid2
1,2
Mechanical Engineering Departement.Engineering Faculty.Widyagama of University
Jl. Taman Borobudur indah no 3,Malang,East Java,Indonesia
Abstract
Various researches have been made in terms of materials for absorping heat and their usages. Previous researches have not started
from testing the basic materials for cast concrete, therefore it is necessary to investigate the materials as heat absorbers from the solar
radiation.
In this present research, an experimental method was employed to test the basic materials for cast concrete (cement, fine and har
aggregates). This study is intended to know the specific weight, cement quality, heat-affordability treatment , and test for solar
radiation-heat absorption and storage.
From the research results, it can be concluded that dealing with materials, the best type of sand is that of iron sand and the the best cast
stone is that of hulled cast stone. From the specific weight, heat-affordability treatment, and solar radiation-heat absorbsion and
storage, the type or trademark of the best cement is that of Puger-Jmeber. It is also the case for the mortar-pressure power, heat
affordability treatment, and solar radiation-heat absorption and storage.
Key Words: sand, cast stone, cement, specific weight, heat affordability, solar radiation.
----------------------------------------------------------------------------------------------------------------------------------------------
1. INTRODUCTION
Background
A heat-absorber/collector sheet functions to absorb heat and is
an important component in the solar-heat radiation absorbsion
system. Various researches have been made to improve the
efficiency of the application of the heat absorption.
According to [6], absorption sheets made from copper coated
with black paint (doff) have a heat-absorption coefficient of
0,82 and the addition of gravels on them may increase the
efficiency fo solar distillation. [4] Said that the addition of
gravels on the heat-absorber in the cast concrete results in higher
daily productivity and efficiency of the solar still than that
without gravels. According to [5] Heat-collector in the type of
cast concrete may result in higher solar still than that of copper.
[2] Investigated heat absorber of cast concrete, aluminium, zinc,
and copper in solar heater, and showed that heat-absorber sheets
with the highest temperatur is the type of copper, with stable
efficiency as heat-absorber is that of cast concrete. [3] Found
that a mix of absorber sheet with the types of cast concrete
consisting of the composition of cement 2 parts, fine sand 2
parts and raw aggregate (cast irons 3 part may result in the
highest efficiency in heat absorption than other composition, and
the heat absorber sheet with the width of 5 cms produces the
highest efficiency in in heat-absorption than that of 2.5 cms, 7.5
cms and 10 cms.
Based on previous researchers, cast concretes are mostly
used as heat-collector. Therefore it is necessary to
investigae raw materials for cast concretes such as sand,
corals, and cement to improve the performance of the
solar radiation-absorber sheet.
2. REVIEW OF RELATED LITERATURE
The heat-collector/absorber functions to absorb heat from
solar radiation and is an important component in the
simple system of solar distillation dan solar water heater.
2.1 Solar Power Collectior
Based on the intended level of temperature, the forms of
heat collectors principally can be divided into two parts
namely:
1. Central heat-collectors with the range of 80o
C to
150o
C.
2. Plane sheet heat-collectors with the temperature of
less than 80o
C.
2.2 Efficiency of Plain Sheet Heat-Collector
The value of heat-absorption (s) in the sheet absorber
will maximize the efficiency of solar energy receptor.
The efficiency of absorption in each period of
observation (t) is defined as the comparison of heat
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 208
energy absorbed by the absorber sheet (Qu) and the level of
heat-radiation received (Gt) by the surface of the absorber sheet
(Ac);
Tc
u
s
GA
Q
.

where s is the efficiency of the absorber sheet, while the heat
absorbed by the sheet in a certain period of time [1]:
 ippu TTmCQ 
So that the efficiency of the aborber sheet is:
 
Tc
ipp
s
GA
TTmC
.


where:
mp = the mass of absorber sheet (kg)
Cp= heat of the type of absorber sheet(kJ/kg. C)
Tp =Last temperature of absorber sheet (C)
Ti Preliminary temperature of absorber sheet (C)
Gt= Total solar radiation matahari ( W/m2)
A= Area of the basin (m2)
Qu=Absorbed heat energy (kJ)
A maximum heat energy absorption happens if there is no loss of
heat into the surrounding, namely if UL = 0, so that the level of
the absorption value (s) can be determined from the point of
intersection in the graphics and the axis of the efficiency
ordinate (s). The relationship between the absorption efficiency
value (s) and the value of t
ap
G
TT )( 
is shown in the figure 1.
t
ap
G
TT )( 
Gambar 1. Characteristics of heat-absorption efficiency
(Source: Duffie dan Beckman. 1980)
2.3 Concrete
Concrete is a mixture of fine and hard aggregates (sand,
gravel, hulled stone, or other types of aggregates) and
cement, in a certain proportion and are united with water.
2.4 Portland Cement (PC)
Portland Cement (PC) or called cement is a hidraulic
material binder in the form of fine powders produced by
refining klinkers (this material is primarily consists of
calcium-cilicate with hydraulic characteristic) and gyp
stines as additional materials.
The raw materials for cement are those containing lime,
silica, alumina, oxida iron, and other oxidas. If the fine
powers are mixed with water, they will be immediately
solid. The mixture of cement and water is called cement
paste, and if the paste is then mixed with sand, it will
becomes cement mortar.
Aggregate
Aggregate is natural mineral grains functioning as filler
materials in concrete mixtures filling almost 50% to 80%
of the concrete volume, so that the characteristics and the
quality of the aggregates really influence the
characteristics and quality of the concrete. There are two
types of aggregates, fine (sand) and hard (gravel).
1. Sand can be divided into three namely
a. Graving sand. This type of sand is usually sharp,
cornered, pored and free from dangerous sal.t
but this sand is often mixed with soil, so that is
should be wahsed first before use.
b. River sand. It usually consists of fine and
spherical grains, so that its binding power is not
so good.
c. Sead sand. Its grains are fine and spherical. It
contains a lot of salt, so it is not good for
building
2. Gravel is distinguished into two types namely:
a. Natural, it is from natural events such as frozen
aggregate.
b. Crashed iron, it is gravel from the results of
chrashed stones
The easiest way to distringuish the types of aggregates is
based on the size of the grains. Aggregate used in
concrete is intended to save the PC, to produce high
power in the concrete, to reduce the shrinkage due to
ossification, tp reach solit arrangement and to control
workability.
The aggregate gradation is the distribution of the
measure of coarseness of aggregate grains. This
gradation is obtained by making use of sieve with the
hole sizes of 10 mm, 20 mm, 30 mm, dan 40 mm for
 
t
apL
s
G
TTU 

s
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 209
gravel. For sand, the hole sizes are 4,8 mm, 2,4 mm, 1,2 mm, 0,6
mm, 0,3 mm, and 0,15 mm.
2.5Water
Water is used to enable a hydration, namely a chemical reaction
between cement and water that makes the mixture solid after a
certain period of time.
3. RESEARCH METHOD
Research Stages
Based on the background and research objectives, the research
stages are presented in the Figure 2.
Capable of Heat Treatment
Absorbtion Heat Treatment
Direct Solar Radiation
Testing Gravity: Aggregate
Rough, Smooth and Semen Quality
Start
Analysis of Basic Materials
Cast concrete
conclusion
Basic Material Testing
Concrete of Cast
Gambar 2. Research Stages
Tools
1. The testing of solar radiation-heat absorption was made in the
Solar Power and Alternative Engery Laboratory, Machine
Engineering, Faculty of Engineering, Brawijaya University of
Malang. . The models of testing and muasurement tools are
presented in Figure 3.
Kaca Penutup
ADCPPIKomputer
Pyranometer
Data
Logger
Power
TL
Tg
Material Uji Isolator
Dinding Kaca
Tp
30cm
5 cm
10cm
170
Figure3. A Schema of testing solar radiation-heat absorber
2. Heat-affordability test was made in the Metalurgy Laboratory
in Unievrsity of Widyagama Malang.
3. Pressure-affordability test was made in Concrete
Laboratory, Civil Engineering Department,State
Polytechnique of Malang.
Testing Time
Dealing with the testing of solar radiation heat-
absorption, observation were made from seven AM the
next day and it directly lasted under solar exposure with
the duration of data recording for each 10 minutes.
4. RESULTS DISCUSSION
A. Testing of the Specific Weight of the Basic
Materials for Cast Concrete
This testing was made to measure the specific weight of
fine aggregate (sand), hard Aggregate (cast stone) and
cement.
1. Testing of the Specific Weight of Sand
This testing was done to obtain the specific weight of
sand, since it can influence the solidity and ability in
absorbing the heat from solar radiation. Table 1 present
the highest specific weight of iron sand and and the next,
sand from Lumajang. Tabel 2 shows the results of the
test of organic analysis, and it is redommended to use
the iron sand and the sand from Lumajang as raw
materials for cast concrete.
Table1 Testing of the Specific Weight of Sand
Origin of
Sand
Specific
Weight
Absorption
(%)
Explanation
Sand from
Lumajang
2.54 4.46
Excellent
Quality
Iron sand 4.165 10.2 Too fine
Graving sand
Galian
2.49 7.8 Low Quality
Sand from
Tumpang
2.48 7.65 Low Quality
Table 2. An Analysis of Organic Content
Nam
e of
San
d
Sand
from
Lumaja
ng
Iron
Sand
esi
Sand
from
Tumpang
Graving
Sand
Expl
anati
onan
Low
organic
content.
Low mud
layer,
usable
Low
organic
content.
Low
mud
layer,
usable
Thick
mud
layer,
muddy
solution,
need to be
cleaned
hick mud
layer,
muddy
solution,
not good to
be used
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 210
2. Testing of the Specific Weight of Cast Iron
This testing was done to obtain the specific weight of cast iron,
since this weight will influence the ability to absrob heat from
solar radiation. Table 3 shows that the highest specific weight is
hulled irons, so this kind of irons is recommended as the raw
materials for cast concrete functioning to absorb the heat from
solar radiation.
Table 3. Results of testing the specific weight of types of irons,
hardness and content of water
Gravel
origin
Speci
fic
Weig
ht
Absorpti
on (%)
Value
of
Hardn
ess (%)
Content
of Water
(%)
Explanati
on
Hulled
Iron
2.72 1.08 2.2 0.8 Very good
Cave
Iron
2.46 6.8 28 4.8
Not
enough
good
Stone
from
Lumaja
ng
2.42 7.8 29.6 5.2
Not
enough
good
Stone
from
Tumpa
ng
2.42 7.65 28.8 5.6
Not
enough
good
3. Testing of Specific Weight and Quality of Cement
This test was intended to obtaine the type of high quality
cement. Table 4 shows the highest specific weight is PCC
Gresik, followed by PCC-Puger Jember. The function of cement
is to bind aggregate grains to form a solid mass and to fill air
spaces among the grain aggregate. Altohough the composition of
cement in concrete is merely around 10%, since it is as a binder,
cement plays a very important role. Therefore, it is
recommended to use cement Puger for constructing cast
concrete.
Table 4. Specific Weiht and Quality of Cement
Type of
PCC
Cement
Fineness
(%) Spe
cifi
c
Wei
ght
(gr/
cm3
)
Nor
mal
Con
sist
enc
y
(%)
Sett
ing
Tim
e
(Mi
nute
)
Powe
r of
Morta
r
Press
ure %
(7
day)
(kg/
cm2
)
Ø
0.
15
m
m
Ø
0.07
5
mm
Gresik 0
5-
10
3.16
24-
26.5
60-
75
175-
250
Puger-
Jember
0
3-
10
3.1
26-
28
75-
100
200-
300
Tiga
Roda
0
6-
15
3.12
-
3.18
27-
29
75-
105
130-
200
Holcim
0-
4
6-
15
3.09
2
24.8
9
30-
75
120-
175
Explanation :
Specification Standart of cement : SNI 15-0302-2004
Testing method standart of cement SNI 15-2049-2004
1. The fineness of cement follows the standart of ASTM
C 184-66 it is fine if all the cement may pass the sieve of
Ø 0.15 mm, maximumly 22% does not pass the sieve of
Ø 0.075 mm (ASTM C 184-66)
2. Standart specific weight of cement is 3.15 gr/cm3
(ASTM C 188-44)
3. The value of the Standart normal consistency is 24-
32% (Normal Consistency means the plastic condition of
the mixture of cement and water (ASTM C 187-71)
4. Setting time is time needed for the cement to be solid
after being mixed with water (ASTM C191-71)
5. Mortar Pressure Power is the ability of the mixture of
mortar (cement, water and sand) to receive load at the
standart age of 3, 7 and 28 days. (ASTM C114-69)
B. Testing of Heat Affordability of Basic
Materials for Cast Concrete
The testing of heat affordability was made by giving heat
treatment in the raw materials for cast concrete in the
electrical hearth and what is measured is heat-absorption
ability (temperature) and heat reduction (temperature).
The temperature is made by taking the materials out of
the hearth after a certian temperature is reached, and in
each minute upt to ten minutes a measurement is done.
1. Testing the Heat-Affordability of Sand
The data on the heat affordability of sand is graphically
presented in Figure 4.
Perlakuan Pemanasan awal dan penurunan
Temperatur pada Pengujian Pasir
0
100
200
300
400
500
600
700
0 1 2 3 4 5 6 7 8 9 10 11
Menit ke-
Temperatur(oC)
T. Ling. T. PL.200 T. PB.200 T. PG.200 T. PT.200
T. PL.500 T. PB.500 T. PG.500 T. PT.500 T. PL.750
T. PB.750 T. PG.750 T. PT.750
Explanation::
.T.Ling= Surrounding Temperature
T.PL= Temperature of Sand from Lumajang
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 211
T.PB= Temperature if Iron Sand
T.PT= Temperature of Sand from Tumpang
T.PG= Temperature Graving/Cave Sand
200 = Heating up to 200 oC
500 = Heating up to 500 oC
750 = Heating up to 750 oC
Figure 4. Treatment of Head affordability of sand
From the Figure, it is shown that the highest absroption of
temperature and the slowest temperature reduction is possessed
by the type of iron sand. This condition is caused by the metal
content in the hard core. Therefore, although this type of sand is
finer, but more solid and more heavy.
2. Testing of Heat Affordability of Cast Iron
Figure 5 presents the data on the heat affordability of cast stone
Perlakuan Pemanasan awal dan penurunan Temperatur pada
Pengujian Kerikil/Koral
0
50
100
150
200
250
300
350
400
450
500
0 1 2 3 4 5 6 7 8 9 10 11
Menit ke
Temperatur(oC)
T. KSL.200 T. KL.200 T. KG.200 T. KT.200
T. KSL.500 T. KL.500 T. KG.500 T. KT.500
T. KSL.750 T. KL.750 T. KG.750 T. KT.750
Explanation:
T.Ling= Surrounding Temperature
T.KSL= Temperature of gravels/hulled cast stone
T.KL= Temperature of Cast stone from Lumajang
T.KT= Temperature of cast stone from Tumpang
T.KG= emperature of graveling/cave cast stonme
200 = Heating up to 200 oC
500 = Heating up to 500 oC
750 = Heating up to 750 oC
Figure 5. Treatment of heat-affordability of cast stone
Figure 5 shows that hulled cast stone has the highest ability to
absorb heat and also posseses the slowest reduction in
temperature. This condition is caused by the solidity of the
stone.
2. Testing of Heat-Affordability of Cement
In figure 6, data on the test results of heat-affordability of
cement are presented.
Perlakuan Pemanasan awal dan penurunan Temperatur pada
Pengujian Semen
0
50
100
150
200
250
300
350
400
450
500
0 1 2 3 4 5 6 7 8 9 10 11
Menit ke-
Temperatur(oC)
T. Ling. T. SG.200 T. SP.200 T. STR.200 T. SH.200
T. SG.500 T. SP.500 T. STR.500 T. SH.500 T. SG.750
T. SP.750 T. STR.750 T. SH.750
Explanation::
T.Ling=Surrounding Temperature
T.SG=Temperature of cemen Gresik
T.SP=Temperature of cemen Puger-Jember
T.STR= Temperature of cemen Tigaroda
T.SH= Temperatur of Semen Holcim
200 = Heating up to 200 oC
500 = Heating up to 500 oC
750 = Heating up to 750 oC
Figure 6. Treatment of heat-affordability of cement
In the figure above, it is known that cement-Puger
Jember has the highest ability in absorbing heat and also
has the slowest reduction of temperature. Therefore, it is
recommended to use the cement for the cast concrete
functioning to absrob heat from solar radiation.
3. Testing of Solar Radiation Absorption of
Materials for Cast Concrete
The testing of materials for cast concrete in absorping the
heat from solar radiation was made in the Solar and
Alternative Energies Lab, Machine Engineering
Departmen, Brawijaya Unievrsity of Malang. The testing
was under direct solar radiation. The tested material was
isolated in a glass room and coated with stereofoam. The
volume of the materials for each raw material is 15 cms x
15 cms x 15 cms.
4. Testing of Solar Radiation Absorption of
Cement
The testing of PCC cement was done to 4 (four) types of
trademarks namely Semen Gresik (SG), Semen Tigaroda
(STR), Semen Holcim (SH) and Semen Puger (SP). The
obtained data are temperature of cement, of cover glass
(Tc) and of surrounding (T.Ling).
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 212
Temperatur Semen pada Pengujian Penyerapan Panas
Radiasi Matahari tanggal 1 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
7:00:00
8:30:00
10:00:00
11:30:00
13:00:00
14:30:00
16:00:00
17:30:00
19:00:00
20:30:00
22:00:00
23:30:00
1:00:00
2:30:00
4:00:00
5:30:00
Waktu (menit)
Temperatur(oC)
T.Ling
STR
Tc.STR
SG
Tc.SG
SH
Tc.SH
SP
Tc.SP
(a)
Temperatur Semen pada Pengujian Penyerapan Radiasi
Matahari tanggal 2 mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
7:00:00
8:30:01
10:00:00
11:30:00
13:00:00
14:30:00
16:00:00
17:30:00
19:00:00
20:30:00
22:00:00
23:30:00
1:00:00
2:30:00
4:00:00
5:30:00
Waktu (menit)
Temperatur(oC)
T.Ling
STR
Tc.STR
SG
Tc.SG
SH
Tc.SH
SP
Tc.SP
(b)
Temperatur Semen pada Pengujian Penyerapan Radiasi
Matahari tanggal 3 mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
7:00:00
8:35:01
10:10:00
11:45:00
13:20:00
14:55:00
16:30:00
18:05:00
19:40:00
21:15:00
22:50:00
0:25:00
2:00:00
3:35:00
5:10:00
Waktu (menit)
Temperatur(oC)
T.Ling
STR
Tc.STR
SG
Tc.SG
SH
Tc.SH
SP
Tc.SP
(c)
Figure 7. Graphic of the relationship of cement and time of the
etsting of heat absorption of solar radiation
The graphic shows that all types of cements have the same
pattern. The temperature of Semen Gresik from early in
morning to afternoon showed the highest, but in the late
afternoon up to early in the morning in the next day, the highest
temperature was occupied by Semen Puger and Semen Tigaroda.
So, Semen Gresik has a good heat absorption and posseses low
temperature storage. Fron the function of cement as glue and
space substitution in cast concrete, and also as heat absorber and
keeper, the used cemen should have characteristics of absorbing
and keeping heat well.
At average. The highest temperature obtained from the testing of
heat absorption and storage identified from the temperature
measurement, Semen Puger-Jember occupied the highest
capability than Semen Gresik, Semen Tigaroda and Semen
Holcim. Therefore, Semen Puger-Jember is recommended to be
used for concrete with heat absorption and storage.
5. Testing of Solar Radiation of Sand
Testing was made for 4 (four) types of sands namely
Pasir from Lumajang (PLjg), Pasir from Tumpang
(PTpg), Graving Sand (PG) and Iron Sand (PB). The
obtained data are the temperatures of sand (TP), cover
glass (TC) and of surorunding (TLing).
Grafik Temperatur Pasir pada Pengujian Penyerapan
Radiasi Matahari Tanggal 5 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
7:00
8:30
10:00
11:30
13:00
14:30
16:00
17:30
19:00
20:30
22:00
23:30
1:00
2:30
4:00
5:30
Waktu (menit)
Temperatur(oC)
T.L.P1
T.P.Besi
T.c.Besi
T.P.Tpg
T.c.Tpg
T.P.Goa
T.c.Goa
T. Ljg
T.c.Ljg
(a)
Grafik Temperatur Pasir pada Pengujian Penyerapan
Radiasi Matahari Tanggal 6 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
7:00
8:30
10:00
11:30
13:00
14:30
16:00
17:30
19:00
20:30
22:00
23:30
1:00
2:30
4:00
5:30
Waktu (menit)Temperatur(oC)
T.L.P1
T.P.Besi
T.c.Besi
T.P.Tpg
T.c.Tpg
T.P.Goa
T.c.Goa
T. Ljg
T.c.Ljg
(b)
Grafik Temperatur Pasir pada Pengujian Penyerapan
Radiasi Matahari Tanggal 7 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
7:00
8:30
10:00
11:30
13:00
14:30
16:00
17:30
19:00
20:30
22:00
23:30
1:00
2:30
4:00
5:30
Waktu (menit)
Temperatur(oC)
T.L.P1
T.P.Besi
T.c.Besi
T.P.Tpg
T.c.Tpg
T.P.Goa
T.c.Goa
T. Ljg
T.c.Ljg
(c)
Figure 8. A Graphic of the relationship between the
temperature of sand and the time of testing the heat-
absorption of solar radiation.
From the above Graphics, the temperatures of all types
of sands showed the same pattern. The temperature of
Iron sand, from early in the morning up to afternoon, was
in the higest position, but from afternoon up to early
morning in the next day, the highest temperature was
shown by the and from Lumajang. Therefore, the iron
sand possesses good heat-absorption and lower heat-
storage. Functionally, aggregate of fine materials is
material for filling cast concrete in the form of grain
with the size of less than 4,75 mm. it is this function that
sand is important as material for cast concrete. The cast
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 213
concrete is then as heat absorber and saver, so that the used sand
should be able to absorb and to store heat well.
From the the results of testing in terms of the capability in
absorbing and storing heat, iron sand is the best from all.
Therefore, this type of sand is recommended to be used for cast
concrete serving as heat absorption and storage.
6. Testing of Solar Radiation Absorption of Cast
Concrete
Testing was made for four types of corals namely coral from
Lumajang, (KLjg), that from Tumpang (KTpg),Graving/cave
coral (KG) adn Hulled corals (KBelah). The obtained data were
on the temperature of the coral (TK), of cover glass (TC) and of
surrounding (TLing).
Grafik Temperatur Batu Cor pada Pengujian Penyerapan
Radiasi Matahari Tanggal 23 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
7:00
8:35
10:10
11:45
13:20
14:55
16:30
18:05
19:40
21:15
22:50
0:25
2:00
3:35
5:10
Waktu (menit)
Temperatur(oC)
T.Lingk.
Tk.Goa
Tc.Goa
Tk.Ljg
Tc.Ljg
Tk.Tmpg
Tc.Tmpg
Tk.Belah
Tc.Belah
(a)
Grafik Temperatur Batu Cor pada Pengujian Penyerapan
Radiasi Matahari Tanggal 24 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
7:00:00
8:35:00
10:10:00
11:45:00
13:20:00
14:55:00
16:30:00
18:05:00
19:40:00
21:15:00
22:50:00
0:25:00
2:00:00
3:35:00
5:10:00
Waktu (menit)
Temperatur(oC)
T.Lingk.
Tk.Goa
Tc.Goa
Tk.Ljg
Tc.Ljg
Tk.Tmpg
Tc.Tmpg
Tk.Belah
Tc.Belah
(b)
Grafik Temperatur Batu Cor pada Pengujian Penyerapan
Radiasi Matahari Tanggal 25 Mei 2012
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
7:00
8:35
10:10
11:45
13:20
14:55
16:30
18:05
19:40
21:15
22:50
0:25
2:00
3:35
5:10
Waktu (menit)
Temperatur(oC)
T.Lingk.
Tk.Goa
Tc.Goa
Tk.Ljg
Tc.Ljg
Tk.Tmpg
Tc.Tmpg
Tk.Belah
Tc.Belah
(c)
Figure 9. The Graphic of the relationship between the temperature
and the time in testing the heat absorption of solar radiation of cast
concrete
The above graphic shows that the temperature of all types of cast
stones has the same pattern. The Iron corals show the highest
temperature from early in the morning to afternoon, but from
late afternoon up to early morning in the next day, the
highest temperature was shown by the coral from
Lumajang. Therefore, Iron corals posses good heat
absorption and lower heat storage. Functionally, hard
aggregatesare the main materials for fillers of the cast
concretes in the form of grains with the size of more than
4,75 mm. It is this function the makes the corals
important for cast concretes. The concretes are then used
for heat absorber and storage.
From the results of the testing, it is shown that hulled
corals have higher capability in absorbing and storing
heat than other types of corals.
5. Discussion
From the data and graphics, basic materials for cast
concrete as heat-absorber sheet from solar radiation can
be disccused as follows.
1. Sand is a fine serving as cast concrete filler.
Hopefully, this concrete is able to absorb and to
store heat well. The function of sand is expected to
absorb heat from solar radiation, to resist the
temperature of ± 100 o
C, to fill in the cast concrete
structure well, and to restrain pressure. Iron sand is
the one that is able to absorb and to store solar
radiation well due to its high specific weight, thicker
black color, and more solid in a certain volume. The
sand with similar characteristic with those of iron
sand is the sand from Lumajang, but its grains are
bigger, so that there still a lot of spaces in a certain
volume. The sand from Lumajang results in such
high enough spaces that it cannot absorb heat well.
Sand from Tumpang and graveling sand posses
lower specific weight, a lot of spaces, and also of
mud layers although it has been washed and this
results in lower quality.
2. Gravels are the main materials for cast concrete, so
they are very important for making cast concrete
structures. Moreover, the gravels should be able to
absorb and store heat well. Gravels with hulled type
have the highest specific weight, are able to afford
heat, and to absorb and to store higher heat than
others. This is because the structure of this gravel is
more solid and is black in color.
3. Cement is glue material and functions to fill in
spaces in cast concrete. In this case, cement servs to
absorb and store heat from solar radiation. The best
cement is that with the trademark of Semen Puger-
Jember, since this cement has better results in terms
of mortar pressure, head affordability and heat
absorption and storage from solar radiation tests than
other cement such as Semen Gresik, Semen
Tigaroda and Semen Holcim. For the highest
specific weight, Sement Gresik is the best. Cement
later will be a part of cast concrete structure
functioning as hear absorber sheet, it is the Semen-
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 214
Puger Jember that is the main choice as substitution
materials and glue for cast concrete funcitoning as heat-
absorber sheet.
CONCLUSIONS
From the research results, some conclusions can be made:
1. The best type of sand is that of iron sand; from the specific
weight, heat-affordability treatment, and heat absorption and
storage of solar radiation than sand from Lumajang, from
Tumpang and tekangraving sand.
2. The best type of corals is that of hulled stones. This type
of corals is also better than those from Lumajang, Tumang
and graving coral in terms of specific weight, heat-
affordability, heat absorption and storage from solar
radiation.
3. The best type of cement trademark is Semen Puger-Jember
than Semen Gresik, Semen Tigaroda and Semen Holcimm in
terms of specific weight, heat-affordability, heat absorption
and storage from solar radiation.
REFFERENCES
[1] Duffie J.A. dan Beckman W.A. (1980). Solar Engineering Of
Thermal Processes. New York: John Willey & Sons.
[2] Ismail N. R., (2007), Pengaruh jenis pelat penyerap dan laju
aliran terhadap kinerja solar heater sederhana. PHK-A2. Teknik
Mesin
[3] Ismail N. R., dan Aditya C. (2010), Pengaruh komposisi
kolektor beton cor dan ketebalan terhadap efisiensi penyerapan
panas. PDM DIKTI, Jakarta.
[4]. Lermpoy K.A. (2003), “Pilot proyek basin tipe solar still
dipesisir Probolinggo”, Tesis. Malang. Program Pascasarjana
Teknik Mesin Univ. Brawijaya Malang.
[5] Monintja Nita C. V.(2004). “Usaha-usaha untuk
meningkatkan efisiensi dan produktifitas solar still”. Thesis.
Malang: Program Pascasarjana Jurusan Teknik Mesin Unibraw
Malang.
[6] Rahmad Subarkah, (2001), “Penelitian absorber solar still
untuk distilasi air laut”, Skripsi, Malang: Jurusan Teknik Mesin
FT Unibraw Malang

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An analysis of raw materials for concretes as metal sheets for solar radiation absorber

  • 1. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 207 AN ANALYSIS OF RAW MATERIALS FOR CONCRETES AS METAL SHEETS FOR SOLAR RADIATION ABSORBER N. R. Ismail1 , N. Fuhaid2 1,2 Mechanical Engineering Departement.Engineering Faculty.Widyagama of University Jl. Taman Borobudur indah no 3,Malang,East Java,Indonesia Abstract Various researches have been made in terms of materials for absorping heat and their usages. Previous researches have not started from testing the basic materials for cast concrete, therefore it is necessary to investigate the materials as heat absorbers from the solar radiation. In this present research, an experimental method was employed to test the basic materials for cast concrete (cement, fine and har aggregates). This study is intended to know the specific weight, cement quality, heat-affordability treatment , and test for solar radiation-heat absorption and storage. From the research results, it can be concluded that dealing with materials, the best type of sand is that of iron sand and the the best cast stone is that of hulled cast stone. From the specific weight, heat-affordability treatment, and solar radiation-heat absorbsion and storage, the type or trademark of the best cement is that of Puger-Jmeber. It is also the case for the mortar-pressure power, heat affordability treatment, and solar radiation-heat absorption and storage. Key Words: sand, cast stone, cement, specific weight, heat affordability, solar radiation. ---------------------------------------------------------------------------------------------------------------------------------------------- 1. INTRODUCTION Background A heat-absorber/collector sheet functions to absorb heat and is an important component in the solar-heat radiation absorbsion system. Various researches have been made to improve the efficiency of the application of the heat absorption. According to [6], absorption sheets made from copper coated with black paint (doff) have a heat-absorption coefficient of 0,82 and the addition of gravels on them may increase the efficiency fo solar distillation. [4] Said that the addition of gravels on the heat-absorber in the cast concrete results in higher daily productivity and efficiency of the solar still than that without gravels. According to [5] Heat-collector in the type of cast concrete may result in higher solar still than that of copper. [2] Investigated heat absorber of cast concrete, aluminium, zinc, and copper in solar heater, and showed that heat-absorber sheets with the highest temperatur is the type of copper, with stable efficiency as heat-absorber is that of cast concrete. [3] Found that a mix of absorber sheet with the types of cast concrete consisting of the composition of cement 2 parts, fine sand 2 parts and raw aggregate (cast irons 3 part may result in the highest efficiency in heat absorption than other composition, and the heat absorber sheet with the width of 5 cms produces the highest efficiency in in heat-absorption than that of 2.5 cms, 7.5 cms and 10 cms. Based on previous researchers, cast concretes are mostly used as heat-collector. Therefore it is necessary to investigae raw materials for cast concretes such as sand, corals, and cement to improve the performance of the solar radiation-absorber sheet. 2. REVIEW OF RELATED LITERATURE The heat-collector/absorber functions to absorb heat from solar radiation and is an important component in the simple system of solar distillation dan solar water heater. 2.1 Solar Power Collectior Based on the intended level of temperature, the forms of heat collectors principally can be divided into two parts namely: 1. Central heat-collectors with the range of 80o C to 150o C. 2. Plane sheet heat-collectors with the temperature of less than 80o C. 2.2 Efficiency of Plain Sheet Heat-Collector The value of heat-absorption (s) in the sheet absorber will maximize the efficiency of solar energy receptor. The efficiency of absorption in each period of observation (t) is defined as the comparison of heat
  • 2. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 208 energy absorbed by the absorber sheet (Qu) and the level of heat-radiation received (Gt) by the surface of the absorber sheet (Ac); Tc u s GA Q .  where s is the efficiency of the absorber sheet, while the heat absorbed by the sheet in a certain period of time [1]:  ippu TTmCQ  So that the efficiency of the aborber sheet is:   Tc ipp s GA TTmC .   where: mp = the mass of absorber sheet (kg) Cp= heat of the type of absorber sheet(kJ/kg. C) Tp =Last temperature of absorber sheet (C) Ti Preliminary temperature of absorber sheet (C) Gt= Total solar radiation matahari ( W/m2) A= Area of the basin (m2) Qu=Absorbed heat energy (kJ) A maximum heat energy absorption happens if there is no loss of heat into the surrounding, namely if UL = 0, so that the level of the absorption value (s) can be determined from the point of intersection in the graphics and the axis of the efficiency ordinate (s). The relationship between the absorption efficiency value (s) and the value of t ap G TT )(  is shown in the figure 1. t ap G TT )(  Gambar 1. Characteristics of heat-absorption efficiency (Source: Duffie dan Beckman. 1980) 2.3 Concrete Concrete is a mixture of fine and hard aggregates (sand, gravel, hulled stone, or other types of aggregates) and cement, in a certain proportion and are united with water. 2.4 Portland Cement (PC) Portland Cement (PC) or called cement is a hidraulic material binder in the form of fine powders produced by refining klinkers (this material is primarily consists of calcium-cilicate with hydraulic characteristic) and gyp stines as additional materials. The raw materials for cement are those containing lime, silica, alumina, oxida iron, and other oxidas. If the fine powers are mixed with water, they will be immediately solid. The mixture of cement and water is called cement paste, and if the paste is then mixed with sand, it will becomes cement mortar. Aggregate Aggregate is natural mineral grains functioning as filler materials in concrete mixtures filling almost 50% to 80% of the concrete volume, so that the characteristics and the quality of the aggregates really influence the characteristics and quality of the concrete. There are two types of aggregates, fine (sand) and hard (gravel). 1. Sand can be divided into three namely a. Graving sand. This type of sand is usually sharp, cornered, pored and free from dangerous sal.t but this sand is often mixed with soil, so that is should be wahsed first before use. b. River sand. It usually consists of fine and spherical grains, so that its binding power is not so good. c. Sead sand. Its grains are fine and spherical. It contains a lot of salt, so it is not good for building 2. Gravel is distinguished into two types namely: a. Natural, it is from natural events such as frozen aggregate. b. Crashed iron, it is gravel from the results of chrashed stones The easiest way to distringuish the types of aggregates is based on the size of the grains. Aggregate used in concrete is intended to save the PC, to produce high power in the concrete, to reduce the shrinkage due to ossification, tp reach solit arrangement and to control workability. The aggregate gradation is the distribution of the measure of coarseness of aggregate grains. This gradation is obtained by making use of sieve with the hole sizes of 10 mm, 20 mm, 30 mm, dan 40 mm for   t apL s G TTU   s
  • 3. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 209 gravel. For sand, the hole sizes are 4,8 mm, 2,4 mm, 1,2 mm, 0,6 mm, 0,3 mm, and 0,15 mm. 2.5Water Water is used to enable a hydration, namely a chemical reaction between cement and water that makes the mixture solid after a certain period of time. 3. RESEARCH METHOD Research Stages Based on the background and research objectives, the research stages are presented in the Figure 2. Capable of Heat Treatment Absorbtion Heat Treatment Direct Solar Radiation Testing Gravity: Aggregate Rough, Smooth and Semen Quality Start Analysis of Basic Materials Cast concrete conclusion Basic Material Testing Concrete of Cast Gambar 2. Research Stages Tools 1. The testing of solar radiation-heat absorption was made in the Solar Power and Alternative Engery Laboratory, Machine Engineering, Faculty of Engineering, Brawijaya University of Malang. . The models of testing and muasurement tools are presented in Figure 3. Kaca Penutup ADCPPIKomputer Pyranometer Data Logger Power TL Tg Material Uji Isolator Dinding Kaca Tp 30cm 5 cm 10cm 170 Figure3. A Schema of testing solar radiation-heat absorber 2. Heat-affordability test was made in the Metalurgy Laboratory in Unievrsity of Widyagama Malang. 3. Pressure-affordability test was made in Concrete Laboratory, Civil Engineering Department,State Polytechnique of Malang. Testing Time Dealing with the testing of solar radiation heat- absorption, observation were made from seven AM the next day and it directly lasted under solar exposure with the duration of data recording for each 10 minutes. 4. RESULTS DISCUSSION A. Testing of the Specific Weight of the Basic Materials for Cast Concrete This testing was made to measure the specific weight of fine aggregate (sand), hard Aggregate (cast stone) and cement. 1. Testing of the Specific Weight of Sand This testing was done to obtain the specific weight of sand, since it can influence the solidity and ability in absorbing the heat from solar radiation. Table 1 present the highest specific weight of iron sand and and the next, sand from Lumajang. Tabel 2 shows the results of the test of organic analysis, and it is redommended to use the iron sand and the sand from Lumajang as raw materials for cast concrete. Table1 Testing of the Specific Weight of Sand Origin of Sand Specific Weight Absorption (%) Explanation Sand from Lumajang 2.54 4.46 Excellent Quality Iron sand 4.165 10.2 Too fine Graving sand Galian 2.49 7.8 Low Quality Sand from Tumpang 2.48 7.65 Low Quality Table 2. An Analysis of Organic Content Nam e of San d Sand from Lumaja ng Iron Sand esi Sand from Tumpang Graving Sand Expl anati onan Low organic content. Low mud layer, usable Low organic content. Low mud layer, usable Thick mud layer, muddy solution, need to be cleaned hick mud layer, muddy solution, not good to be used
  • 4. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 210 2. Testing of the Specific Weight of Cast Iron This testing was done to obtain the specific weight of cast iron, since this weight will influence the ability to absrob heat from solar radiation. Table 3 shows that the highest specific weight is hulled irons, so this kind of irons is recommended as the raw materials for cast concrete functioning to absorb the heat from solar radiation. Table 3. Results of testing the specific weight of types of irons, hardness and content of water Gravel origin Speci fic Weig ht Absorpti on (%) Value of Hardn ess (%) Content of Water (%) Explanati on Hulled Iron 2.72 1.08 2.2 0.8 Very good Cave Iron 2.46 6.8 28 4.8 Not enough good Stone from Lumaja ng 2.42 7.8 29.6 5.2 Not enough good Stone from Tumpa ng 2.42 7.65 28.8 5.6 Not enough good 3. Testing of Specific Weight and Quality of Cement This test was intended to obtaine the type of high quality cement. Table 4 shows the highest specific weight is PCC Gresik, followed by PCC-Puger Jember. The function of cement is to bind aggregate grains to form a solid mass and to fill air spaces among the grain aggregate. Altohough the composition of cement in concrete is merely around 10%, since it is as a binder, cement plays a very important role. Therefore, it is recommended to use cement Puger for constructing cast concrete. Table 4. Specific Weiht and Quality of Cement Type of PCC Cement Fineness (%) Spe cifi c Wei ght (gr/ cm3 ) Nor mal Con sist enc y (%) Sett ing Tim e (Mi nute ) Powe r of Morta r Press ure % (7 day) (kg/ cm2 ) Ø 0. 15 m m Ø 0.07 5 mm Gresik 0 5- 10 3.16 24- 26.5 60- 75 175- 250 Puger- Jember 0 3- 10 3.1 26- 28 75- 100 200- 300 Tiga Roda 0 6- 15 3.12 - 3.18 27- 29 75- 105 130- 200 Holcim 0- 4 6- 15 3.09 2 24.8 9 30- 75 120- 175 Explanation : Specification Standart of cement : SNI 15-0302-2004 Testing method standart of cement SNI 15-2049-2004 1. The fineness of cement follows the standart of ASTM C 184-66 it is fine if all the cement may pass the sieve of Ø 0.15 mm, maximumly 22% does not pass the sieve of Ø 0.075 mm (ASTM C 184-66) 2. Standart specific weight of cement is 3.15 gr/cm3 (ASTM C 188-44) 3. The value of the Standart normal consistency is 24- 32% (Normal Consistency means the plastic condition of the mixture of cement and water (ASTM C 187-71) 4. Setting time is time needed for the cement to be solid after being mixed with water (ASTM C191-71) 5. Mortar Pressure Power is the ability of the mixture of mortar (cement, water and sand) to receive load at the standart age of 3, 7 and 28 days. (ASTM C114-69) B. Testing of Heat Affordability of Basic Materials for Cast Concrete The testing of heat affordability was made by giving heat treatment in the raw materials for cast concrete in the electrical hearth and what is measured is heat-absorption ability (temperature) and heat reduction (temperature). The temperature is made by taking the materials out of the hearth after a certian temperature is reached, and in each minute upt to ten minutes a measurement is done. 1. Testing the Heat-Affordability of Sand The data on the heat affordability of sand is graphically presented in Figure 4. Perlakuan Pemanasan awal dan penurunan Temperatur pada Pengujian Pasir 0 100 200 300 400 500 600 700 0 1 2 3 4 5 6 7 8 9 10 11 Menit ke- Temperatur(oC) T. Ling. T. PL.200 T. PB.200 T. PG.200 T. PT.200 T. PL.500 T. PB.500 T. PG.500 T. PT.500 T. PL.750 T. PB.750 T. PG.750 T. PT.750 Explanation:: .T.Ling= Surrounding Temperature T.PL= Temperature of Sand from Lumajang
  • 5. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 211 T.PB= Temperature if Iron Sand T.PT= Temperature of Sand from Tumpang T.PG= Temperature Graving/Cave Sand 200 = Heating up to 200 oC 500 = Heating up to 500 oC 750 = Heating up to 750 oC Figure 4. Treatment of Head affordability of sand From the Figure, it is shown that the highest absroption of temperature and the slowest temperature reduction is possessed by the type of iron sand. This condition is caused by the metal content in the hard core. Therefore, although this type of sand is finer, but more solid and more heavy. 2. Testing of Heat Affordability of Cast Iron Figure 5 presents the data on the heat affordability of cast stone Perlakuan Pemanasan awal dan penurunan Temperatur pada Pengujian Kerikil/Koral 0 50 100 150 200 250 300 350 400 450 500 0 1 2 3 4 5 6 7 8 9 10 11 Menit ke Temperatur(oC) T. KSL.200 T. KL.200 T. KG.200 T. KT.200 T. KSL.500 T. KL.500 T. KG.500 T. KT.500 T. KSL.750 T. KL.750 T. KG.750 T. KT.750 Explanation: T.Ling= Surrounding Temperature T.KSL= Temperature of gravels/hulled cast stone T.KL= Temperature of Cast stone from Lumajang T.KT= Temperature of cast stone from Tumpang T.KG= emperature of graveling/cave cast stonme 200 = Heating up to 200 oC 500 = Heating up to 500 oC 750 = Heating up to 750 oC Figure 5. Treatment of heat-affordability of cast stone Figure 5 shows that hulled cast stone has the highest ability to absorb heat and also posseses the slowest reduction in temperature. This condition is caused by the solidity of the stone. 2. Testing of Heat-Affordability of Cement In figure 6, data on the test results of heat-affordability of cement are presented. Perlakuan Pemanasan awal dan penurunan Temperatur pada Pengujian Semen 0 50 100 150 200 250 300 350 400 450 500 0 1 2 3 4 5 6 7 8 9 10 11 Menit ke- Temperatur(oC) T. Ling. T. SG.200 T. SP.200 T. STR.200 T. SH.200 T. SG.500 T. SP.500 T. STR.500 T. SH.500 T. SG.750 T. SP.750 T. STR.750 T. SH.750 Explanation:: T.Ling=Surrounding Temperature T.SG=Temperature of cemen Gresik T.SP=Temperature of cemen Puger-Jember T.STR= Temperature of cemen Tigaroda T.SH= Temperatur of Semen Holcim 200 = Heating up to 200 oC 500 = Heating up to 500 oC 750 = Heating up to 750 oC Figure 6. Treatment of heat-affordability of cement In the figure above, it is known that cement-Puger Jember has the highest ability in absorbing heat and also has the slowest reduction of temperature. Therefore, it is recommended to use the cement for the cast concrete functioning to absrob heat from solar radiation. 3. Testing of Solar Radiation Absorption of Materials for Cast Concrete The testing of materials for cast concrete in absorping the heat from solar radiation was made in the Solar and Alternative Energies Lab, Machine Engineering Departmen, Brawijaya Unievrsity of Malang. The testing was under direct solar radiation. The tested material was isolated in a glass room and coated with stereofoam. The volume of the materials for each raw material is 15 cms x 15 cms x 15 cms. 4. Testing of Solar Radiation Absorption of Cement The testing of PCC cement was done to 4 (four) types of trademarks namely Semen Gresik (SG), Semen Tigaroda (STR), Semen Holcim (SH) and Semen Puger (SP). The obtained data are temperature of cement, of cover glass (Tc) and of surrounding (T.Ling).
  • 6. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 212 Temperatur Semen pada Pengujian Penyerapan Panas Radiasi Matahari tanggal 1 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 7:00:00 8:30:00 10:00:00 11:30:00 13:00:00 14:30:00 16:00:00 17:30:00 19:00:00 20:30:00 22:00:00 23:30:00 1:00:00 2:30:00 4:00:00 5:30:00 Waktu (menit) Temperatur(oC) T.Ling STR Tc.STR SG Tc.SG SH Tc.SH SP Tc.SP (a) Temperatur Semen pada Pengujian Penyerapan Radiasi Matahari tanggal 2 mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 7:00:00 8:30:01 10:00:00 11:30:00 13:00:00 14:30:00 16:00:00 17:30:00 19:00:00 20:30:00 22:00:00 23:30:00 1:00:00 2:30:00 4:00:00 5:30:00 Waktu (menit) Temperatur(oC) T.Ling STR Tc.STR SG Tc.SG SH Tc.SH SP Tc.SP (b) Temperatur Semen pada Pengujian Penyerapan Radiasi Matahari tanggal 3 mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 7:00:00 8:35:01 10:10:00 11:45:00 13:20:00 14:55:00 16:30:00 18:05:00 19:40:00 21:15:00 22:50:00 0:25:00 2:00:00 3:35:00 5:10:00 Waktu (menit) Temperatur(oC) T.Ling STR Tc.STR SG Tc.SG SH Tc.SH SP Tc.SP (c) Figure 7. Graphic of the relationship of cement and time of the etsting of heat absorption of solar radiation The graphic shows that all types of cements have the same pattern. The temperature of Semen Gresik from early in morning to afternoon showed the highest, but in the late afternoon up to early in the morning in the next day, the highest temperature was occupied by Semen Puger and Semen Tigaroda. So, Semen Gresik has a good heat absorption and posseses low temperature storage. Fron the function of cement as glue and space substitution in cast concrete, and also as heat absorber and keeper, the used cemen should have characteristics of absorbing and keeping heat well. At average. The highest temperature obtained from the testing of heat absorption and storage identified from the temperature measurement, Semen Puger-Jember occupied the highest capability than Semen Gresik, Semen Tigaroda and Semen Holcim. Therefore, Semen Puger-Jember is recommended to be used for concrete with heat absorption and storage. 5. Testing of Solar Radiation of Sand Testing was made for 4 (four) types of sands namely Pasir from Lumajang (PLjg), Pasir from Tumpang (PTpg), Graving Sand (PG) and Iron Sand (PB). The obtained data are the temperatures of sand (TP), cover glass (TC) and of surorunding (TLing). Grafik Temperatur Pasir pada Pengujian Penyerapan Radiasi Matahari Tanggal 5 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 7:00 8:30 10:00 11:30 13:00 14:30 16:00 17:30 19:00 20:30 22:00 23:30 1:00 2:30 4:00 5:30 Waktu (menit) Temperatur(oC) T.L.P1 T.P.Besi T.c.Besi T.P.Tpg T.c.Tpg T.P.Goa T.c.Goa T. Ljg T.c.Ljg (a) Grafik Temperatur Pasir pada Pengujian Penyerapan Radiasi Matahari Tanggal 6 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 7:00 8:30 10:00 11:30 13:00 14:30 16:00 17:30 19:00 20:30 22:00 23:30 1:00 2:30 4:00 5:30 Waktu (menit)Temperatur(oC) T.L.P1 T.P.Besi T.c.Besi T.P.Tpg T.c.Tpg T.P.Goa T.c.Goa T. Ljg T.c.Ljg (b) Grafik Temperatur Pasir pada Pengujian Penyerapan Radiasi Matahari Tanggal 7 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 7:00 8:30 10:00 11:30 13:00 14:30 16:00 17:30 19:00 20:30 22:00 23:30 1:00 2:30 4:00 5:30 Waktu (menit) Temperatur(oC) T.L.P1 T.P.Besi T.c.Besi T.P.Tpg T.c.Tpg T.P.Goa T.c.Goa T. Ljg T.c.Ljg (c) Figure 8. A Graphic of the relationship between the temperature of sand and the time of testing the heat- absorption of solar radiation. From the above Graphics, the temperatures of all types of sands showed the same pattern. The temperature of Iron sand, from early in the morning up to afternoon, was in the higest position, but from afternoon up to early morning in the next day, the highest temperature was shown by the and from Lumajang. Therefore, the iron sand possesses good heat-absorption and lower heat- storage. Functionally, aggregate of fine materials is material for filling cast concrete in the form of grain with the size of less than 4,75 mm. it is this function that sand is important as material for cast concrete. The cast
  • 7. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 213 concrete is then as heat absorber and saver, so that the used sand should be able to absorb and to store heat well. From the the results of testing in terms of the capability in absorbing and storing heat, iron sand is the best from all. Therefore, this type of sand is recommended to be used for cast concrete serving as heat absorption and storage. 6. Testing of Solar Radiation Absorption of Cast Concrete Testing was made for four types of corals namely coral from Lumajang, (KLjg), that from Tumpang (KTpg),Graving/cave coral (KG) adn Hulled corals (KBelah). The obtained data were on the temperature of the coral (TK), of cover glass (TC) and of surrounding (TLing). Grafik Temperatur Batu Cor pada Pengujian Penyerapan Radiasi Matahari Tanggal 23 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 7:00 8:35 10:10 11:45 13:20 14:55 16:30 18:05 19:40 21:15 22:50 0:25 2:00 3:35 5:10 Waktu (menit) Temperatur(oC) T.Lingk. Tk.Goa Tc.Goa Tk.Ljg Tc.Ljg Tk.Tmpg Tc.Tmpg Tk.Belah Tc.Belah (a) Grafik Temperatur Batu Cor pada Pengujian Penyerapan Radiasi Matahari Tanggal 24 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 7:00:00 8:35:00 10:10:00 11:45:00 13:20:00 14:55:00 16:30:00 18:05:00 19:40:00 21:15:00 22:50:00 0:25:00 2:00:00 3:35:00 5:10:00 Waktu (menit) Temperatur(oC) T.Lingk. Tk.Goa Tc.Goa Tk.Ljg Tc.Ljg Tk.Tmpg Tc.Tmpg Tk.Belah Tc.Belah (b) Grafik Temperatur Batu Cor pada Pengujian Penyerapan Radiasi Matahari Tanggal 25 Mei 2012 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 7:00 8:35 10:10 11:45 13:20 14:55 16:30 18:05 19:40 21:15 22:50 0:25 2:00 3:35 5:10 Waktu (menit) Temperatur(oC) T.Lingk. Tk.Goa Tc.Goa Tk.Ljg Tc.Ljg Tk.Tmpg Tc.Tmpg Tk.Belah Tc.Belah (c) Figure 9. The Graphic of the relationship between the temperature and the time in testing the heat absorption of solar radiation of cast concrete The above graphic shows that the temperature of all types of cast stones has the same pattern. The Iron corals show the highest temperature from early in the morning to afternoon, but from late afternoon up to early morning in the next day, the highest temperature was shown by the coral from Lumajang. Therefore, Iron corals posses good heat absorption and lower heat storage. Functionally, hard aggregatesare the main materials for fillers of the cast concretes in the form of grains with the size of more than 4,75 mm. It is this function the makes the corals important for cast concretes. The concretes are then used for heat absorber and storage. From the results of the testing, it is shown that hulled corals have higher capability in absorbing and storing heat than other types of corals. 5. Discussion From the data and graphics, basic materials for cast concrete as heat-absorber sheet from solar radiation can be disccused as follows. 1. Sand is a fine serving as cast concrete filler. Hopefully, this concrete is able to absorb and to store heat well. The function of sand is expected to absorb heat from solar radiation, to resist the temperature of ± 100 o C, to fill in the cast concrete structure well, and to restrain pressure. Iron sand is the one that is able to absorb and to store solar radiation well due to its high specific weight, thicker black color, and more solid in a certain volume. The sand with similar characteristic with those of iron sand is the sand from Lumajang, but its grains are bigger, so that there still a lot of spaces in a certain volume. The sand from Lumajang results in such high enough spaces that it cannot absorb heat well. Sand from Tumpang and graveling sand posses lower specific weight, a lot of spaces, and also of mud layers although it has been washed and this results in lower quality. 2. Gravels are the main materials for cast concrete, so they are very important for making cast concrete structures. Moreover, the gravels should be able to absorb and store heat well. Gravels with hulled type have the highest specific weight, are able to afford heat, and to absorb and to store higher heat than others. This is because the structure of this gravel is more solid and is black in color. 3. Cement is glue material and functions to fill in spaces in cast concrete. In this case, cement servs to absorb and store heat from solar radiation. The best cement is that with the trademark of Semen Puger- Jember, since this cement has better results in terms of mortar pressure, head affordability and heat absorption and storage from solar radiation tests than other cement such as Semen Gresik, Semen Tigaroda and Semen Holcim. For the highest specific weight, Sement Gresik is the best. Cement later will be a part of cast concrete structure functioning as hear absorber sheet, it is the Semen-
  • 8. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 01 Issue: 03 | Nov-2012, Available @ http://www.ijret.org 214 Puger Jember that is the main choice as substitution materials and glue for cast concrete funcitoning as heat- absorber sheet. CONCLUSIONS From the research results, some conclusions can be made: 1. The best type of sand is that of iron sand; from the specific weight, heat-affordability treatment, and heat absorption and storage of solar radiation than sand from Lumajang, from Tumpang and tekangraving sand. 2. The best type of corals is that of hulled stones. This type of corals is also better than those from Lumajang, Tumang and graving coral in terms of specific weight, heat- affordability, heat absorption and storage from solar radiation. 3. The best type of cement trademark is Semen Puger-Jember than Semen Gresik, Semen Tigaroda and Semen Holcimm in terms of specific weight, heat-affordability, heat absorption and storage from solar radiation. REFFERENCES [1] Duffie J.A. dan Beckman W.A. (1980). Solar Engineering Of Thermal Processes. New York: John Willey & Sons. [2] Ismail N. R., (2007), Pengaruh jenis pelat penyerap dan laju aliran terhadap kinerja solar heater sederhana. PHK-A2. Teknik Mesin [3] Ismail N. R., dan Aditya C. (2010), Pengaruh komposisi kolektor beton cor dan ketebalan terhadap efisiensi penyerapan panas. PDM DIKTI, Jakarta. [4]. Lermpoy K.A. (2003), “Pilot proyek basin tipe solar still dipesisir Probolinggo”, Tesis. Malang. Program Pascasarjana Teknik Mesin Univ. Brawijaya Malang. [5] Monintja Nita C. V.(2004). “Usaha-usaha untuk meningkatkan efisiensi dan produktifitas solar still”. Thesis. Malang: Program Pascasarjana Jurusan Teknik Mesin Unibraw Malang. [6] Rahmad Subarkah, (2001), “Penelitian absorber solar still untuk distilasi air laut”, Skripsi, Malang: Jurusan Teknik Mesin FT Unibraw Malang