Friday, December 23, 2016

Polystyrene ADVANTAGES & DIS ADVANTAGES

Forms produced
Properties
Density of EPS
16–640 kg/m3
3000–3600 MPa
46–60 MPa
Elongation at break
3–4%
Notch test
2–5 kJ/m2
Glass transition temperature
100 °C
90 °C
8×10−5 /K
1.3 kJ/(kg·K)
0.03–0.1
X years, still decaying
Polystyrene is commonly injection molded, vacuum formed, or extruded, while expanded polystyrene is either extruded or molded in a special process. Polystyrene copolymers are also produced; these contain one or more other monomers in addition to styrene. In recent years the expanded polystyrene composites with cellulose and starch have also been produced. Polystyrene is used in some polymer-bonded explosives
ADVANTAGES
1.      Handling with easy.
2.      Brick is light weight.
3.      The cost is economical.
4.      Resistance to earthquake shacking.
5.      Used in tallest building.
6.      Using for parapet wall ,  partician wall.
7.      The mostly used for non loading bearing wall structures.
8.      Manufacturing is easy.

DIS ADVANTAGES
1.It is only used in temporary structure.
2. Not for high strength resistance.
3. Load bearing capacity is normal.
4.Compression strength is normal of brick.
5.Not using for unframed structures.
Diamant (1986)
The insulating material having very low value on thermal inertia where by the flammable is inversely proportional to the thermal conductivity (stec and hull 2010).when the EPS is subjected to high temperature, the cell walls started to soften and collapse se the cellular structure which the foam started to contract. According to (bynum,2001) (Papadopoulos,2005) (A1-homoud 2005)) as cited in vaou and panias , 2010 when the EPS is subjected to direct sunlight or temperature higher than 800c the EPS started to breaks down gradually and reacts with common solvent.
Gurman et al ., (2004)
It also gives of the carbon monoxide (co),carbon dioxide (co2) water and soot (black smoke) (doroudiani and omidian,2010).
Teo et al (1997)
During the mixing of the virgin with recycled pre expansion and molding stage , the pentane gas is being impregnated into EPS beads and causes the virgin to expand. Unlike for the recycled EPS which has already breaks it cells during grinding process at this stage very less pentane gas left hence the recycle has no longer expand. Acierno et al (2010) A nearer place needed to recycle the EPS waste. Maharana et al ,(2007)
EPS has becomes an alternative to traditional plastic commodity and it is an eco friendly polymer. There are two type of polystyrene mainly solid PS and the EPS . The solid PS such as coffee cups can recycle and synthesis its properties to original resin, which can be used for other application such as video cassette cases and office equipment . National polystyrene recycling company had revealed that the PS foam egg cartons can be recycling in to so many times.  Gnip et al (2008)
                             

EPS also good in packaging product having shock absorbing properties, low cost and case of processing (International Trade Center UNCTAD/WTO).EPS also being used as insulating materials in construction. Building material due to its characteristics which having long term compressive stress.
Kan and demirboga,(2009)
            This phenomenon can develop more reliable models for predicting creep strain development by extrapolation and consistency. As leen started by doroudiani and omidian,2010 Eps is an attractive material because of low in material usage , less costly during installation , good performance and resist to moisture. Another characteristic of Eps it has low value of thermal conductivity. Unmodified EPS foams have a cellular microstructure with closed cell membranes made of EPS and its density is typically less than 50 kg/m3.Maharana et al (2007
Therefore there are several factors that need to be considered mainly the availability of waste product how much the amount of waste is being generated. Recycling has been the concern including eco-efficiency, corporate social responsible and how quality and traceability of product is been taken in to account. Hamad et al (2010)
            Polymeric materials are a unique product whereby it exhibit different durability based on its backbone of a chain. world nowadays produce this product massively in order to fulfill the needs and requirements of packing industry. As this product continuously increase , the total amount of plastics that ends up in waste stream is in a similar trend. This has lead towards the increment cost of landfill disposal. Vilapana and karlsson (2008)
Therefore it is important to optimize the waste by applying various practical approaches such as prevention , minimization , reuse are recovery. Papadopoulos (2008)
                    
Previous research has proved that this EPS product can improve the heat impact by having a very low thermal conductivity value. Melo et al (2009) Basically , the EPS from packaging is white. Naguchi et al (1998)
Basically , the EPS from packaging is white in material and it has two types mainly clean post consumer or dirty post consumer. This box normally used in order to sustain the temperature level in its box. The other accepted polystyrene materials are serving school trays, polystyrene cups , plates and bowls , packaging used to protect electronic and computers , egg cartons , and small packaging of peanuts. Melo et al (2009)

            There are three methods used to recycling the EPS. Mechanical recycling usually requires the combination of high temperatures & shear stress (energy consumption) the chemical recycling usually requires depolymerisation of the recycle material through solvolysis and thermal catalytic. 

Procedure of compression test of polystyrene bricks, blocks

Procedure of  Compression Test
Step1  –    Preparation : Check all the things you need are ready.  Check concrete compression machine is a checking order.
Step2 – Safety: Wear hand gloves and safety goggles.
Step3 - Taking measurement: Take the measurement of concrete specimens (which are sent to laboratory for testing). Calculate the cross sectional area (unit should be on mm2) and put down on paper. Do the same for each specimen.
Step4 - Start machine: Turn on the machine. Place one concrete specimen in the centre of loading area.
Step5 - Lowering piston: Lower the piston against the top of concrete specimen by pushing the lever. Don't apply load just now. Just place the piston on top of concrete specimen so that it's touching that.
Step6 - Applying load: Now the piston is on top of specimen. It is the time to apply load. Pull the lever into holding position. Start the compression test by pressing the zero button on the display board.
Step7 - Increasing pressure: By turning pressure increasing valve counter-clockwise, adjust the pressure on piston so that it matches concrete compression strength value. Apply the load gradually without shock.
Step8 - Test is complete: Observe the concrete specimen. When it begins to break stop applying load.
Step9 - recording: Record the ultimate load on paper displaying on machine's display screen.
Step10 - Clean the machine: When the piston is back into its position, clean the creaked concrete from the machine.
Step11 - Turning off machine: Match your record once again with the result on display screen. The result should still be on display screen. And then turn off the machine.
Step12 - Calculate concrete compressive strength: The result we got from testing machine is the ultimate load to break the concrete specimen. The load unit is generally in lb. We have to convert it in Newton (N). Our purpose is, to know the brick compressive strength.
We know, compressive strength is equal to ultimate load divided by cross sectional area of concrete specimen. We took the concrete specimen's measurement before starting the testing and calculated cross sectional area. 
Now we got the ultimate load. So we can now calculate the brick compressive strength.
Compressive strength = Ultimate load (N) / cross sectional area (mm2).
The unit of compressive strength will be N/mm2.

Normally 3 sample of concrete specimens are tested and average result is taken into consideration. If any of the specimen compressive strength result varies by more than 15% of average result, that result is rejected

.

polystyrene bricks conclusion

5.1.1 UNIVERSEL TESTING MECHIN
            = load/area                              
 Field work brick                =7.5KN (chamber brick)
                                                      =(7500/9.81)/(22.5x10.5)
                                                      =31.75kg/sq.cm.
STANDARD COMPRESSIVE STRENGTH OF BRICK(IS-CODE)
1.Common bricks                      =35kg/sq.cm.
2.Second class brick                    =70kg/sq.cm.
     3.Crushing strength of bricks not less than 140
      Kg/sq.cm. are graded as AA class.

CURING STRENGTH DETAIL:
DAYS
BRICK 1
BRICK 2
BRICK 3
AVERAGE
7 DAYS
9.3KN
9.5KN
9.7KN
9.5KN

  14 DAYS
10.8KN
11KN
11.2KN
11KN
28 DAYS
15.9KN
16KN
16.1KN
16KN


DAYS
            CALCULATION
          RESULT
7 DAYS
    =(9500/9.81)/(0.2X0.1)
=48.42 kg/sq.cm
14 DAYS
    =(11000/9.81)/(0.2x0.1)
=56.07 kg/sq.cm
28 DAYS
      =(16000/9.81)/(0.2x0.1)
 =81.54 kg/ sq.cm     

 

5.2 WATER ABSORPTION OF BRICK

OBJECTIVE
For determination of water absorption of bricks.Water absorption gives an idea of strength of  having more water absorption are more porous in nature and are generally considered unsuitable unless they are found to be acceptable based on strength.

PROCEDURE

1.      The specimen is dried in a ventilated oven at a temperature of 105 to 1150C; till it attains substantially constant mass. The specimen is cooled to room temperature and its weight is recorded (M1)
2.      The dried specimen is immersed completely in clean water at a room temperature of 27±20C for 24 hours.
3.      The specimen is then removed and any traces of water are wiped out with a damp cloth and the specimen is weighed. The weighing is completed 3min after the specimen has removed from water(M2

CALCULATION

Water absorption, percent by mass after 24 hours immersion in cold water is given by the following formula
 

REPORTS

The water absorption of brick shall be reported to the nearest one percent.

INITIAL WEIGHT
FINAL WEIGHT
FORMULAE
WATER ABSORPTION %
W1=2.005
W2 =2.223
=((2.223-2.005)/2.005)X100%
= 10.87%
W1=2.022
W2=2.255
=((2.255-  2.022)/2.022)X100%
=%  11.25
 FORMULA:
= ((w2-w1)/w1) x 100%
Average water absorption =(10.87+11.25)/2
=11.06%
condition is not for more than 20%. The water absorption test is successful.


5.3EFFLORESCENCE TEST :

OBJECTIVE

For determination of efflorescence of bricks 

PROCEDURE

1.      A shallow flat bottom dish containing sufficient distilled water to completely saturate the specimens is used for the test. The ends of the bricks are placed in the dish, the depth of immersion in water being 25 mm.
2.      The whole arrangement is placed in a warm (between 200C and 300C) well ventilated room until all the water in the dish is absorbed by the specimens and the surplus water evaporates.
3.      The dish containing the brick is covered with a suitable glass cylinder so that excessive evaporation from the dish may not occur.
4.      When the water has been absorbed and brick appears to be dry, a similar quantity of water is placed in the dish and it is allowed to evaporate as before. Examine the bricks for efflorescence after the second evaporation and the results are reported. 

REPORTS

The liability to efflorescence shall be reported as ‘Nil’, ‘Slight’, ‘Moderate’, ‘Heavy’ or ‘Serious’ in accordance with the following definitions
(a) Nil : When there is no perceptible deposit of efflorescence
(b) Slight : When not more than 10 percent of the exposed area of brick is covered with a thin deposit of salts
(c) Moderate : When there is a heavier deposit than under ‘Slight’ and covering up to 50 percent of the exposed area of the brick surface but unaccompanied by powdering or flaking of the surface.
(d) Heavy : When there is a heavy deposit of salts covering 50 percent or more of the exposed area of the brick surface but unaccompanied by powdering or flaking of the surface.
(e) Serious : When there is a heavy deposit of salts accompanied by powdering and / or flaking of the exposed surfaces 
 one day the curing of polystyrene brick.
                        =the salt is NILL value   
RESULT:
           The efflorescence test is safe condition.

5.4 ESTIMATION OF BRICK RATE:
SAND CALCULATION:
1m³ river wet sand             =1600 kg (reference standard)
3 unit weight of sand rate =Rs 8000
1kg weight of sand             =(3x1600)/8000=Rs 0.6
1.2 kg sand rate                  =Rs 0.72
CEMENT CALCULATION:
Standard rate                           =Rs 5600/tone
400 gram rate                          =(5600/1000)x0.4
                                                   = Rs 2.240


5.5 POLYSTYRENE (THERMACOL) CALCULATION:
polystyrene properties:
Thermacol conductivity =0.033 w/m
Density                              =0.96 g/cm³
Unit rate(1 sheet)            =Rs 5.60
33 gram rate                     =0.033x5.60x0.96
                                            =Rs 0.177
OTHER COST:
Labour cost                      = 865/1000bricks
                                           =Rs 0.865
Water cost                        =180/1 unit
                                           =Rs0.180
TOTAL COST:
1 Brick rate                      =Rs 4.0(10 paisa less than or more than
                                              rate of brick)


CONCLUSION

By using of  57.14% light weight coarse aggregate as a partial replacement to artificial coarse aggregate compressive strength is above required value. The weight of brick decrease with the replacement of  artificial aggregate by polystyrene beads. The compressive strength of brick is found to decrease weight and increase high strength of polystyrene brick .