awdust is a by-product of cutting, grinding, drilling, sanding, or otherwise pulverizing wood with a saw or other tool; it is composed of fine particles of wood. Certain animals, birds and insects which live in wood, such as the carpenter ant are also responsible for producing the saw dust. Sawdust has a variety of other practical uses, including serving as mulch, as an alternative to clay cat litter, or as a fuel. Until the advent of refrigeration, it was often used in icehouses to keep ice frozen during the summer. It has been used in artistic displays, and as scatter. It is also sometimes used to soak up liquid spills, allowing the spill to be easily collected or swept aside. As such, it was formerly common on barroom floors. Mixed with water and frozen, it forms pyrite, a slow-melting, much stronger form of ice. Sawdust can be used as alternative substitute for fine aggregate in concrete production. Before using the saw dust it should be washed and cleaned. because of large amount of barks are present which can affect setting time and heat of hydration of cement. Concrete obtained from sawdust is a mixture of sawdust, gravel with certain percentage of water to entrance the workability and full hydration of the cement which provide great in bonding of the concrete. Sawdust concrete is light in weight and it has satisfactory heat insulation and fire resisting values. Nails can be driven and firmly hold in sawdust concrete compare to other lightweight concrete which nail can also easily drive in but fail to hold construction community might well be aware of, incorporating organic materials into solid concrete is not such a good idea to begin with. First of all, its loose molecular structure would cause the structure to fail at a certain stage and second, it would compete and retard the hydration process of cement. Also, presumptions indicate that if each sawdust particle took up enough water during hydration, they could aid the hydration process especially in the center parts of concrete that is impossible to cure with water thus eliminating the need of curing because water deposited in sawdust particles are being harvested by cement particles. The most important aspect and main target of the experiment are proving that sawdust-cement-gravel mixtures can prove to be more lightweight and cost efficient. Since sawdust is already waste then the cost would go down as well as weight cause of its extremely light unit weight. Sawdust is used in concrete more than 40 years.
Sawdust is also known as wood dust. It is the by-product of cutting, drilling wood with a saw or any other tool; it is composed of fine particles of wood. Certain animals, birds and insects which live in wood, such as the carpenter ant are also responsible for producing the saw dust.
Sawdust's are produced as a small discontinuous chips or small fragments of wood during sawing of logs of timber into different sizes. The chips flow from the cutting edges of the saw blade to the floor during sawing operation. Cohesion C (KN/m 2 ) 7 5.
Angle of internal friction 30 0 6.
Un-soaked CBR (%) 5.2 7.
Soaked CBR (%) 2.95 8.
Free swell index 80 9.
Soil classification ML ? Specific gravity =2.64
? Fineness Modulus = 6.816 e) WaterWater is an important ingredient of concrete as it actively participates in the chemical reaction with cement. Since it helps to form the strength giving cement gel, the quantity and quality of water is required to be looked into very carefully. Mixing water should not contain undesirable organic substances or inorganic constituents in excessive proportions. In this project clean potable water is used.
Mix Design for m-20 Grade Concrete The free water cement ratio for the obtained target mean strength is 0.50. This is equal to the value prescribed for Moderate conditions in IS 456.
Based on the limited study carried out on the strength behaviour of saw dust the following conclusions are drawn:
? At the initial ages, with the increase in the percentage replacement of saw dust, the strength as well as compressive strength increases.
? Moreover with the use of saw dust, the weight of concrete reduces, thus making the concrete lighter which can be used as a light weight construction material in many civil engineering purposes.
S.N. | Constituents | Percentage |
(by weight) | ||
1. | SiO 2 | 87 |
2. | Al 2 O 3 | 2.5 |
3. | Fe 2 O 3 | 2.0 |
4. | MgO | 0.24 |
5. | CaO | 3.50 |
6. | Loss on ignition (LOI) | 4.76 |
S.N. | Properties | Value |
1. | Optimum moisture content (%) | 19.80 |
(OMC) | ||
2. | Maximum dry density(g/cc) | 1.40 |
(MDD) | ||
3. | Specific gravity (G) | 2.15 |
4. |
Characteristics | IS:8042:1989 | Birla White | |||
Portland | |||||
cement | |||||
Insoluble residue(%) | Max 2.0 | 0.60 | |||
Iron oxide(%) | Max 1.0 | 0.20 | |||
Magnesium oxide(%) | Max 6.0 | 0.80 | |||
Sulphur trioxide(%) | Max 3.0 | 2.90 | |||
Alumina/iron oxide(%) | Min 0.66 | 9.00 | |||
Lime saturation factor | 0.66-1.09 | 0.90 | |||
Loss of ignition(%) | Max 5.0 | <3.00 | |||
Table 4 : Physical Properties of Cement | |||||
Characteristics | IS:8042:1989 | Birla | |||
White | |||||
Degree of whiteness% | Min 70 | 88+ | |||
Fineness(m 2 /kg) | Min 225 | 450 | |||
Setting time | Initial(min.) | Min 30 | 80 | ||
Final(min.) | Max 600 | 120 | |||
Compressive | 3 days (MPa) | Min 14.4 | 45 | ||
Strength | |||||
(cement and | 7 days (MPa) | Min 19.8 | 55 |
Water | Cement | Fine aggregate | Coarse Aggregate |
0.5 | 1.0 | 1.5 | 3.0 |
210kg | 420kg | 630kg | 1260kg |
Note- |
Age (Days) | Control Concrete | Percentage Replacement with Saw Dust 10% 15% 20% | |||
Average Compressive | 7 | 18.59 | 22.66 | 21.48 | 19.62 |
strength (N/mm 2 ) | 14 | 20.59 | 18.15 | 18.30 | 20.50 |
Ages (Days) | Percentage Replacement with saw dust | |||
10% | 15% | 20% | ||
Increase(+) or | 7 | 21.89 | 15.54 | 5.54 |
decrease (-) strength % | 14 | -11.85 | -11.12 | -0.437 |
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