Sunday, 29 May 2016

All About Concrete

Concrete 


        Plain concrete, commonly known as concrete, is an intimate mixture of binding material, fine aggregate, coarse aggregate and water. This can be easily moulded to desired shape and size before it looses plasticity and hardens. Plain concrete is strong in compression but very weak in tension. The tensile property is introduced in concrete by inducting different materials and this attempt has given rise to RCC, RBC, PSC, FRC, cellular concrete and Ferro cement. In this chapter proportioning, mixing, curing, properties, tests and uses of plain concrete is dealt in detail. The other improved versions of concrete are explained and their special properties and uses are Discussed in this post.

PLAIN CONCRETE

Major ingredients of concrete are:
1. Binding material (like cement, lime, polymer)
2. Fine aggregate (sand)
3. Coarse aggregates (crushed stone, jelly)
4. Water.

    A small quantity of admixtures like air entraining agents, water proofing agents, workability agents etc. may also be added to impart special properties to the plain concrete mixture.
Depending upon the proportion of ingredient, strength of concrete varies. It is possible to determine the proportion of the ingredients for a particular strength by mix design procedure. In the absence of mix design the ingredients are proportioned as 1:1:2, 1:1.5:3, 1:2:4, 1:3:6 and 1:4:8, which
is the ratio of weights of cement to sand to coarse aggregate.
In proportioning of concrete it is kept in mind that voids in coarse aggregates are filled with sand
and the voids in sand are filled with cement paste. Proportion of ingredients usually adopted for various works are shown in below figure.

Functions of Various Ingredients

   Cement is the binding material. After addition of water it hydrates and binds aggregates and the
surrounding surfaces like stone and bricks. Generally richer mix (with more cement) gives more strength. Setting time starts after 30 minutes and ends after 6 hours. Hence concrete should be laid in its mould before 30 minutes of mixing of water and should not be subjected to any external forces till final setting takes place.
         Coarse aggregate consists of crushed stones. It should be well graded and the stones should be of igneous origin. They should be clean, sharp, angular and hard. They give mass to the concrete and
prevent shrinkage of cement. Fine aggregate consists of river sand. It prevents shrinkage of cement.
When surrounded by cement it gains mobility enters the voids in coarse aggregates and binding of
ingradients takes place. It adds density to concrete, since it fills the voids. Denser the concrete higher is its strength.
       Water used for making concrete should be clean. It activates the hydration of cement and forms
plastic mass. As it sets completely concrete becomes hard mass. Water gives workability to concrete
which means water makes it possible to mix the concrete with ease and place it in final position. More the water better is the workability. However excess water reduces the strength of concrete.
below graph shows the variation of strength of concrete with water cement ratio. To achieve required workability and at the same time good strength a water cement ratio of 0.4 to 0.45 is used, in case of machine mixing and water cement ratio of 0.5 to 0.6 is used for hand mixing.

Preparing and Placing of Concrete

The following steps are involved in the concreting:
1. Batching
2. Mixing
3. Transporting and placing and
4. Compacting.

1. Batching: The measurement of materials for making concrete is known as batching. The
following two methods of batching is practiced:
(a) Volume batching
(b) Weight batching.

(a) Volume Batching: In this method cement, sand and concrete are batched by volume. A gauge
box is made with wooden plates, its volume being equal to that of one bag of cement. One bag of cement has volume of 35 litres. The required amount of sand and coarse aggregate is added by measuring on to the gauge box. The quantity of water required for making concrete is found after deciding water cement ratio. For example, if water cement ratio is 0.5, for one bag of cement (50 kg), water required is 0.5 × 50 = 25 kg, which is equal to 25 litres. Suitable measure is used to select required quantity of water. Volume batching is not ideal method of batching. Wet sand has higher volume for the same weight of dry sand. It is called bulking of sand. Hence it upsets the calculated volume required.

(b) Weight Batching:  This is the recommended method of batching. A weighing platform is used in the field to pick up correct proportion of sand and coarse aggregates. Large weigh batching plants have automatic weighing equipments.

2. Mixing: 
 To produce uniform and good concrete, it is necessary to mix cement, sand and coarse aggregate, first in dry condition and then in wet condition after adding water.
The following methods are practiced:
(a) Hand Mixing
(b) Machine Mixing.

(a) Hand Mixing:
  Required amount of coarse aggregate for a batch is weighed and is spread on an impervious platform. Then the sand required for the batch is spread over coarse aggregate. They are mixed in dry condition by overturning the mix with shovels. Then the cement required for the batch is spread over the dry mix and mixed by shovels. After uniform texture is observed water is added gradually
and mixing is continued. Full amount of water is added and mixing is completed when uniform colour and consistancy is observed. The process of mixing is completed in 6–8 minutes of adding water. This method of mixing is not very good but for small works it is commonly adopted.

(b) Machine Mixing:
          In large and important works machine mixing is preferred. Below figure shows a typical concrete mixer. Required quantities if sand and coarse aggregates are placed in the drum of the mixer. 4 to 5 rotations are made for dry mixing and then required quantity of cement is added and dry mixing is made with another 4 to 5 rotations. Water is gradually added and drum is rotated for 2 to 3 minutes during which period it makes about 50 rotations. At this stage uniform and homogeneous mix is obtained.
3)Transporting and Placing of Concrete. 
         After mixing concrete should be transported to the final position. In small works it is transported in iron pans from hand to hand of a set of workers. Wheel barrow and hand carts also may be employed. In large scale concreting chutes and belt conveyors or pipes with pumps are employed. In transporting care should be taken to see that seggregation of aggregate from matrix of cement do not take place. Concrete is placed on form works. The form works should be cleaned and properly oiled. If concrete is to be placed for foundation, the soil bed should be compacted well and is made free from loose soil.
Concrete should be dropped on its final position as closely as possible. If it is dropped from a height, the coarse aggregates fall early and then mortar matrix. This segregation results into weaker concrete.

4. Compaction of Concrete: 
In the process of placing concrete, air is entrapped. The entrapped air reduces the strength of concrete up to 30%. Hence it is necessary to remove this entrapped air. This is achieved by compacting the concrete after placing it in its final position. Compaction can be carried out either by hand or with the help of vibrators.
(a) Hand Compaction:
  In this method concrete is compacted by ramming, tamping, spading or by slicing with tools. In intricate portions a pointed steel rod of 16 mm diameter and about a metre long is used for poking the concrete.
(b) Compaction by Vibrators:
   Concrete can be compacted by using high frequency vibrators. Vibration reduces the friction between the particles and set the motion of particles. As a result entrapped air is removed and the concrete is compacted. The use of vibrators reduces the compaction time. When vibrators are used for compaction, water cement ratio can be less, which also help in improving the strength of concrete. Vibration should be stopped as soon as cement paste is seen on the surface of concrete. Over vibration is not good for the concrete.

The following types of vibrators are commonly used in concreting:
(a) Needle or immersion vibrators
(b) Surface vibrators
(c) Form or shutter vibrators
(d) Vibrating tables.

Needle vibrators are used in concreting beams and columns. Surface vibrators and form vibrators
are useful in concreting slabs. Vibrating tables are useful in preparing precast concrete elements.

Curing of Concrete:

Curing may be defined as the process of maintaining satisfactory moisture and temperature conditions for freshly placed concrete for some specified time for proper hardening of concrete. Curing in the early ages of concrete is more important. Curing for 14 days is very important. Better to continue it for 7 to 14 days more. If curing is not done properly, the strength of concrete reduces. Cracks develop due shrinkage. The durability of concrete structure reduces.

The following curing methods are employed:
(a) Spraying of water
(b) Covering the surface with wet gunny bags, straw etc.
(c) Ponding
(d) Steam curing and
(e) Application of curing compounds.

(a) Spraying of water: 
          Walls, columns, plastered surfaces are cured by sprinkling water.

(b) Wet covering the surface:
           Columns and other vertical surfaces may be cured by covering the surfaces with wet gunny bags or straw.

(c) Ponding: 
            The horizontal surfaces like slab and floors are cured by stagnating the water to a height of 25 to 50 mm by providing temporary small hunds with mortar.

(d) Steam curing: 
          In the manufacture of pre-fabricated concrete units steam is passed over the units kept in closed chambers. It accelerates curing process, resulting into the reduction of curing period.

(e) Application of curing compounds: 
       Compounds like calcium chloride may be applied on the curing surface. The compound shows affinity to the moisture and retains it on the surface. It keeps the concrete surface wet for a long time.

Properties of Concrete

Concrete has completely different properties when it is the plastic stage and when hardened. Concrete
in the plastic stage is also known as green concrete. The properties of green concrete include:
1. Workability
2. Segregation
3. Bleeding
4. Harshness.
The properties of hardened concrete are:
1. Strength
2. Resistance to wear
3. Dimensional changes
4. Durability
5. Impermeability.

Properties of Green Concrete
1. Workability: 
This is defined as the ease with which concrete can be compacted fully without seggregating and bleeding. It can also be defined as the amount of internal work required to fully compact the concrete to optimum density. The workability depends upon the quantity of water, grading, shape and the percentage of the aggregates present in the concrete.
Workability is measured by:-
(a) The slump observed when the frustum of the standard cone filled with concrete is lifted and
removed.
(b) The compaction factor determined after allowing the concrete to fall through the compaction
testing machine.
(c) The time taken in seconds for the shape of the concrete to change from cone to cylinder when
tested in Vee-Bee consistometer.
The suggested values of workability for different works are as shown in below figure


2. Segregation: 
  Separation of coarse particles from the green concrete is called segregation. This may happen due to lack of sufficient quantity of finer particles in concrete or due to throwing of the concrete from greater heights at the time of placing the concrete. Because of the segregation, the cohesiveness of the concrete is lost and honey combing results. Ultimately it results in the loss of strength of hardened concrete. Hence utmost care is to be taken to avoid segregation.

3. Bleeding:
  This refers to the appearance of the water along with cement particles on the surface of the freshly laid concrete. This happens when there is excessive quantity of water in the mix or due to excessive compaction. Bleeding causes the formation of pores and renders the concrete weak. Bleeding can be avoided by suitably controlling the quantity of water in the concrete and by using finer grading of aggregates.

4. Harshness: 
        Harshness is the resistance offered by concrete to its surface finish. Harshness is due to presence of lesser quantity of fine aggregates, lesser cement mortar and due to use of poorely graded aggregates. It may result due to insufficient quantity of water also. With harsh concrete it is difficult to get a smooth surface finish and concrete becomes porous.

Properties of Hardened Concrete

1. Strength: 
  The characteristic strength of concrete is defined as the compressive strength of 150 mm size cubes after 28 days of curing below which not more than 5 per cent of the test results are expected to fail. The unit of stress used is N/mm2. IS 456 grades the concrete based on its characteristics Strength.

Grade and their Characteristics Strength in Kn/mm2
M10-10
M15-15
M20-20
M30-30
M35-35

      Till year 2000, M15 concrete was permitted to be used for reinforced concrete works. But IS
456–2000 specifies minimum grade of M20 to be used for reinforced concrete works. Strength of concrete depends upon the amount of cement content, quality and grading of aggregates, water cement ratio, compaction and curing. Strength of concrete is gained in the initial stages. In 7 days the strength gained is as much as 60 to 65 per cent of 28 days strength. It is customary to assume the 28 days strength as the full strength of concrete. However concrete gains strength after 28
days also. The characteristic strength may be increased by the as factor given below,

Minimum age of member when design load is expected. &Age factor:-
1 month -1.0
3 month -1.10
6 month -1.15
12 month -1.20

The tensile strength may be estimated from the formula ft = 0.7 fck N/mm2, where fck is the characteristic compressive stress. The modulus of elasticity may be estimated from the formula:
E = 50√fck (N/mm2.)

2. Dimensional Change: 
      Concrete shrinks with age. The total shrinkage depends upon the constituents of concrete, size of the member and the environmental conditions. Total shrinkage is approximately 0.0003 of original dimension. The permanent dimension change due to loading over a long period is termed as creep. Its value depends upon the stress in concrete, the age of the concrete at the time of loading and the duration of the loading. The ultimate creep strain may be estimated from the values of creep coefficient. The creep coefficient is defined as ultimate creep strain divided by the elastic strain at the age of loading. These values are listed below
Age of loading & Creep Coefficient 
7 Days - 2.2
28 Days - 1.6
1 year - 1.1

         The size of concrete may change due to thermal expansion also. The coefficient of thermal
expansion depends upon the nature of cement, the type of aggregates, cement content, relative humidity and the size of the sections of the structural elements.Below  Table shows the coefficient of thermal expansion of concrete with different types of aggregates.


3. Durability: 
 Environmental forces such as weathering, chemical attack, heat, freezing and thawing try to destroy concrete. The period of existance of concrete without getting adversely affected by these forces is known as durability. Generally dense and strong concretes have better durability. The cube crushing strength alone is not a reliable guide to the durability. Concrete should have an adequate cement content and should have low water cement ratio.

4. Impermeability: 
   This is the resistance of concrete to the flow of water through its pores. Excess water during concreting leaves a large number of continuous pores leading to the permeability. Since the permeability reduces the durability of concrete, it should be kept very low by using low water cement ratio, dense and well graded aggregates, good compaction and continuous curing at low temperature conditions. The cement content used should be sufficient to provide adequate workability with low water cement ratio and the available compaction method.

Tests on Concrete

The following are some of the important tests conducted on concrete:
1. Slump test.
2. Compaction factor test.
3. Crushing strength test.

1. Slump Test: 
 This test is conducted to determine the workability of concrete. It needs a slump cone for test Slump cone is a vessel in the shape of a frustum of a cone with diameter at bottom 200 mm and 50 mm at top and 300 mm high. This cone is kept over a impervious platform and is filled with concrete in four layers. Each layer is tamped with a 16 mm pointed rod for 25 times. After filling completely the cone is gently pulled up. The decrease in the height of the concrete is called slump. Higher the slump, more workable is the concrete.


2. Compaction Factor Test: 
     This is another test to identify the workability of concrete. This test is conducted in the laboratory. The test equipment consists of two hoppers and a cylinder fixed to a stand, the dimensions and the distances between the three vessels being standardized. Vessel A and B are having hinged bottoms whereas cylinder C is having fixed bottom.
Top vessel A is filled with the concrete to be tested. As soon as it is filled, the hinged door is opened. Concrete is collected in vessel B. Then the hinged door of B is opened to collect concrete in cylinder C. The concrete in cylinder C is weighted. Let it be W1. Now cylinder is again filled with the sample of concrete in 50 mm layers, which is compacted by ramming and vibrating. Then the weight of compacted concrete is determined. Let this weight be W2. The ratio W1/W2 is termed as compaction factor.

3. Crushing Strength Test:
    Metallic moulds of size 150 mm × 150 mm × 150 mm are used for casting concrete cubes. Before filling mould, it is properly oiled on its inner surfaces, so that cubes can be easily separated. Fresh cube is filled with concrete to be tested in 3 layers and kept in the room. After 24 hours, cube is removed from the mould and kept under water for curing. After 28 days of curing cubes are tested in the compression testing machine. In this test cubes are placed over the smooth surface which is in contact with side plates of mould. The crushing load is noted and crushing strength is found as load divided by surface area (150 × 150 mm2). Code specify the desirable strength of concrete for 3 days and 7 days for quick assessment of strength of concrete.

Desirable Properties of Concrete:-
        Appropriate quality and quantity of cement, fine aggregate, coarse aggregate and water should be used so that the green concrete has the following properties:
(a) Desired workability
(b) No seggregation in transporting and placing
(c) No bleeding and
(d) No harshness.

Hardened concrete should have:-
(a) required characteristic strength
(b) minimum dimensional changes
(c) good durability
(d) impermeable
(e) good resistance to wear and tear.

Uses of Concrete:-
1. As bed concrete below column footings, wall footings, on wall at supports to beams
2. As sill concrete
3. Over the parapet walls as coping concrete
4. For flagging the area around buildings
5. For pavements
6. For making building blocks.

However major use of concrete is as a major ingradient of reinforced and prestressed concrete.
Many structural elements like footings, columns, beams, chejjas, lintels, roofs are made with R.C.C.
Cement concrete is used for making storage structures like water tanks, bins, silos, bunkers etc. Bridges, dams, retaining walls are R.C.C. structures in which concrete is the major ingradient.

REINFORCED CEMENT CONCRETE (R.C.C.)

     Concrete is good in resisting compression but is very weak in resisting tension. Hence reinforcement is provided in the concrete wherever tensile stress is expected. The best reinforcement is steel, since tensile strength of steel is quite high and the bond between steel and concrete is good. As the elastic modulus of steel is high, for the same extension the force resisted by steel is high compared to concrete. However in tensile zone, hair cracks in concrete are unavoidable. Reinforcements are usually in the form of mild steel or ribbed steel bars of 6 mm to 32 mm diameter. A cage of reinforcements is prepared as per the design requirements, kept in a form work and then green concrete is poured. After the concrete hardens, the form work is removed. The composite material of steel and concrete now called R.C.C. acts as a structural member and can resist tensile as well as compressive stresses very well.

Properties of R.C.C./Requirement of Good R.C.C:-
1. It should be capable of resisting expected tensile, compressive, bending and shear forces.
2. It should not show excessive deflection and spoil serviceability requirement.
3. There should be proper cover to the reinforcement, so that the corrossion is prevented.
4. The hair cracks developed should be within the permissible limit.
5. It is a good fire resistant material.
6. When it is fresh, it can be moulded to any desired shape and size.
7. Durability is very good.
8. R.C.C. structure can be designed to take any load.

Uses of R.C.C:-
It is a widely used building material. Some of its important uses are listed below:
1. R.C.C. is used as a structural element, the common structural elements in a building where
R.C.C. is used are:
(a) Footings 
(b) Columns
(c) Beams and lintels 
(d) Chejjas, roofs and slabs.
(e) Stairs.

2. R.C.C. is used for the construction of storage structures like
(a) Water tanks 
(b) Dams
(c) Bins
 (d) Silos and bunkers.

3. It is used for the construction of big structures like
(a) Bridges 
(b) Retaining walls
(c) Docks and harbours 
(d) Under water structures.

4. It is used for pre-casting
(a) Railway sleepers 
(b) Electric poles

5. R.C.C. is used for constructing tall structures like
(a) Multistorey buildings 
(b) Chimneys
(c) Towers.

6. It is used for paving
(a) Roads 
(b) Airports.

7. R.C.C. is used in building atomic plants to prevent danger of radiation. For this purpose
R.C.C. walls built are 1.5 m to 2.0 m thick.

REINFORCED BRICK CONCRETE (RBC):-

    It is the combination of reinforcement, brick and concrete. It is well known fact that concrete is very weak in tension. Hence in the slabs, lintels and beams the concrete in the portion below the neutral axis do not participate in resisting the load. It acts as a filler material only. Hence to achieve economy the concrete in tensile zone may be replaced by bricks or tiles. Dense cement mortar is used to embed the reinforcement. The reinforcement may be steel bars, expanded mesh etc.

PRESTRESSED CONCRETE (PSC):-

  Strength of concrete in tension is very low and hence it is ignored in R.C.C. design. Concrete in tension is acting as a cover to steel and helping to keep steel at desired distance. Thus in R.C.C. lot of concreteis not properly utilized. Prestressing the concrete is one of the method of utilizing entire concrete. The principle of prestressed concrete is to introduce calculated compressive stresses in the zones wherever tensile stresses are expected in the concrete structural elements. When such structural element is used stresses developed due to loading has to first nullify these compressive stresses before introducing tensile stress in concrete. Thus in prestressed concrete entire concrete is utilized to resist the load. Another important advantage of PSC is hair cracks are avoided in the concrete and hence durability is high. The fatigue strength of PSC is also more. The deflections of PSC beam is much less and hence can be used for longer spans also. PSC is commonly used in the construction of bridges, large column free slabs and roofs. PSC sleepers and electric piles are commonly used.
The material used in PSC is high tensile steel and high strength steel. The tensioning of wires
may be by pretensioning or by post tensioning. Pretensioning consists in stretching the wires before
concreting and then releasing the wires. In case of post tensioning, the ducts are made in concrete
elements. After concrete of hardens, prestressing wires are passed through ducts. After stretching wires, they are anchored to concrete elements by special anchors.

FIBRE-REINFORCED CONCRETE (FRC):-

   Plain concrete possesses deficiencies like low tensile strength, limited ductility and low resistance to cracking. The cracks develop even before loading. After loading micro cracks widen and propagate, exposing concrete to atmospheric actions. If closely spaced and uniformly dispered fibres are provided while mixing concrete, cracks are arrested and static and dynamic properties are improved. Fibre reinforced concrete can be defined as a composite material of concrete or mortar with discontinuous and uniformly distributed fibres. Commonly used fibres are of steel, nylon, asbestos, coir, glass, carbon and polypropylene. The length to lateral dimension of fibres range from 30 to 150. The diameter of fibres vary from 0.25 to 0.75 mm. Fibre reinforced concrete is having better tensile strength, ductility and resistance to cracking.

Uses of FRC:-
1. For wearing coat of air fields, roads and refractory linings.
2. For manufacturing precast products like pipes, stairs, wall panels, manhole covers and boats.
3. Glass fibre reinforced concrete is used for manufacturing doors and window frames, park
    benches, bus shelters etc.
4. Carbon FRC is suitable for structures like cladding and shells.
5. Asbestos FRC sheets are commonly used as roofing materials.

CELLULAR CONCRETE

It is a light weight concrete produced by introducing large voids in the concrete or mortar. Its density
varies from 3 kN/m3 to 8 kN/m3 whereas plain concrete density is 24 kN/m3. It is also known as aerated, foamed or gas concrete.

Properties of cellular concrete: It has the following properties:
1. It has low weight.
2. It has good fire resistance.
3. It has good thermal insulation property.
4. Thermal expansion is negligible.
5. Freezing and thawing problems are absent.
6. Sound absorption is good.
7. It has less tendency to spall.

Uses of Cellular Concrete:-
1. It is used for the construction of partition walls.
2. It is used for partitions for heat insulation purposes.
3. It is used for the construction of hollow filled floors.

FERRO-CEMENT

   The term ferro-cement implies the combination of ferrous product with cement. Generally this
combination is in the form of steel wires meshes embedded in a portland cement mortar. Wire mesh is
usually of 0.8 to 1.00 m diameter steel wires at 5 mm to 50 mm spacing and the cement mortar is of
cement sand ratio of 1:2 or 1:3. 6 mm diameter bars are also used at large spacing, preferably in the corners. Sand may be replaced by baby jelly. The water cement ratio used is between 0.4 to 0.45.                   Ferro-cement reinforcement is assembled into its final desired shape and plastered directly. There is no need for form work. Minimum two layers of reinforcing steel meshes are required. According to American Concrete Institute “Ferro cement is a thin walled reinforced concrete construction where usually a hydraulic cement is reinforced with layers of continuous and relatively small diameter mesh. The mesh used may be metallic or any other suitable material.”
           Ferro-cement is fast emerging as an alternate material for timber. The history of ferro-cement
goes back to 1843 (even before RCC). Joseph Louis Lambet constructed several rowing boats, plant
plots and garden seats using ferro-cement. In early 1940’s noted Italian engineer and architect Pier
Luigi Nervi carried out scientific tests on ferro-cement and used it to replace wood wherever possible. He built small tonnage vessels, the largest being 165 tons motor sailor. Nervi also pioneered the architectural use of ferro-cement in buildings. Ferro-cement can be given the finish of teak wood, rose wood etc. and even for making tables, chairs and benches it can be used.

Properties of Ferro-cement:-
1. Its strength per unit mass is high.
2. It has the capacity to resist shock laod.
3. It can be given attractive finish like that of teak and rose wood.
4. Ferro cement elements can be constructed without using form work.
5. It is impervious.

Uses of Ferro-cement:-
It can be used for making:
1. Partition walls
2. Window frames, chejjas and drops
3. Shelf of cupboards
4. Door and window shutters
5. Domestic water tanks
6. Precast roof elements
7. Reapers and raffers required for supporting roof tiles.
8. Pipes
9. Silos
10. Furnitures
11. Manhole covers
12. Boats.


Thursday, 26 May 2016

Why IRCTC doesn't Allow you to choose Seats? You don't believe the Technical Reason Behind This!

Do you Know why  IRCTC does not allow you to choose seats? Would you believe that the technical reason behind this is PHYSICS.

Booking a seat in a train is far more different than booking a seat in a theatre.

Theatre is a hall, whereas train is a moving object. So safety concern is very high in trains.

Indian railways ticket booking software is designed in such a way that it will book tickets in a manner that will distribute the load evenly in a train.

Let me take an example to make things  more clear : Imagine there are sleeper class coaches in a train numbered S1, S2 S3... S10, and in every coach there are 72 seats.

So when some one first books a ticket, software will assign a seat in the middle coach like S5, middle seat numbered between 30-40, and preferably lower berths (Railways first fills the lower berths than upper one so as to achieve low centre of gravity.)

And the software books seats in such a way that all coaches have uniform passenger distribution and seats are filled starting from the middle seats (36) to seats near the gates i.e 1-2 or 71-72 in order from lower berth to upper.

Railways just want to ensure a proper balance that each coach should have for equal load distribution.

That is why when you book a ticket at the last, you are always allotted an upper berth and a seat numbered around 2-3 or 70, except when you are not taking a seat of someone who has cancelled his/her seat.

What if the railways book tickets randomly ? A train is a moving object which moves around at a speed of around 100km/hr on rails.
So there are a lot of forces and mechanics acting on the train.

Just imagine if S1, S2, S3 are completely full and S5, S6 are completely empty and others are partially  full. When the train takes a turn, some coaches face maximum centrifugal force and some minimum, and this creates a high chance of derailment of the train.

This is a very technical aspect, and when brakes are applied there will be different braking forces acting at each of the coaches because of the huge differences in weight of coach, so stability of train becomes an issue again.

I felt that this is a good information worth sharing, as often passengers blame the Railways citing inconvenient seats/ berths allotted to them.

Saturday, 16 April 2016

Miscellaneous Building Materials

Miscellaneous Building Materials

Hello there, 
Glass, plastics, bitumen, asbestos, paints, distemper and varnishes are some of the miscellaneous materials used in building constructions. Their properties and uses are briefly explained in this post below.

GLASS:-

Silica is the main constituent of glass. But it is to be added with sodium potassium carbonate to bring
down melting point. To make it durable lime or lead oxide is also added. Manganese oxide is added to nullify the adverse effects of unwanted iron present in the impure silica. The raw materials are ground and sieved. They are mixed in specific proportion and melted in furnace. Then glass items are
manufactured by blowing, flat drawing, rolling and pressing.
Important Properties of Glass
1. It absorbs, refracts or transmits light. It can be made transparent or translucent.
2. It can take excellent polish.
3. It is an excellent electrical insulator.
4. It is strong and brittle.
5. It can be blown, drawn or pressed.
6. It is not affected by atmosphere.
7. It has excellent resistance to chemicals.
8. It is available in various beautiful colours.
9. With the advancement in technology, it is possible to make glass lighter than cork or stronger than        steel.
10. Glass panes can be cleaned easily.

Types of Glass
The glass may be broadly classified as:
1. Soda-lime glass 
2. Potash lime glass
3. Potash lead glass 
4. Common glass and
5. Special glasses.

1. Soda Lime Glass: 
It is mainly a mixture of sodium silicate and calcium silicate. It is fusible at low temperature. In the fusion condition it can be blown or welded easily. It is colourless. It is used as window panes and for the laboratory tubes and apparatus.

2. Potash Lime Glass:
 It is mainly a mixture of potassium silicate and calcium silicate. It is also known as hard glass. It fuses at high temperature. It is used in the manufacture of glass articles which have to with stand high temperatures.

3. Potash Lead Glass:
 It is mainly a mixture of potassium silicate and lead silicate. It possesses bright lustre and great refractive power. It is used in the manufacture of artificial gems, electric bulbs, lenses, prisms etc.

4. Common Glass: 
    It is mainly a mixture of sodium silicate, calcium silicate and iron silicate. It is brown, green or yellow in colour. It is mainly used in the manufacture of medicine bottles.

5. Special Glasses:
    Properties of glasses can be suitably altered by changing basic ingradients and adding few more ingradients. It has now emerged as versatile material to meet many special requirement in engineering.

 The following is the list of some of the special glasses:
(a) Fibre glass 
(b) Foam glass
(c) Bullet proof glass 
(d) Structural glass
(e) Glass black
 (f) Wired glass
(g) Ultraviolet ray glass 
(h) Perforated glass

PLASTICS

Plastic is an organic material prepared out of resin. It may or may not contain fillers, plasticisers and
solvents. Plastic may be defined as a natural or synthetic organic material which are having the property of being plastic at some stage of their manufacture when they can be moulded to required size and shape.
     Shellac and bitumen are the natural resins used as plastic for a long time. In 1907, Blackland
produced synthetic resin from the reaction of phenol and formaldehyde. The resin was hardened under pressure and heat to produce useful plastic articles.

Types of Plastics
Primarily there are two types of plastics:
1. Thermosetting and
2. Thermoplastic.

1. Thermosetting Plastics:
 It needs momentary heated condition and great pressure during shaping. When heated cross linkage is established between the molecules and chemical reaction takes place. During this stage shape can be changed with pressure. This change is not reversible. The scrap of such plastic is not reusable. Bakelite is an example of such plastic.

2. Thermoplastic: 
  In this variety, the linkage between the molecules is very loose. They can be softened by heating repeatedly. This property helps for reuse of waste plastic. These plastic need time to cool down and harden. These plastics are to be kept in moulds till cooling takes place completely. Bitumen, cellulose and shellac are the examples of this variety of plastics.

Properties of Plastics:-
1. Colour: Some plastics are completely transparent. Using pigments plastics of any attractive
                 colour can be produced.
2. Dimensional Stability: It is dimensionally stable to a great extent.
3. Durability: Plastic offers great resistance to moisture and chemicals and hence more durable.
4. Electrical Insulation: The plastics possess excellent electrical insulating property.
5. Fire Resistance: The phenol-formaldehyde and urea-formaldehyde plastics resist fire to a
                         great extent and hence they are used as fire proofing materials.
6. Strength: The plastics are reasonably strong. Their strength may be increased by reinforcing
with various fibrous materials. Attempts are being made to produce structurally sound plastics.
7. Specific Gravity: The specific gravity of plastics is very low and hence convenient to handle.
8. Ductility: The plastics are not ductile and hence they fail without giving warning.
9. Fixing: Plastics can be bolted, drilled, glued, clamped or simply push fitted in position.
10. Maintenance: There is no maintenance cost for plastic articles i.e., they do not need painting
    and polishing.

Uses of Plastics:-
There are variety of plastics made to suit different uses. The typical uses of plastics in buildings is listed below:
1. Corrugated and plain sheets for roofing.
2. For making jointless flooring.
3. Flooring tiles.
4. Overhead water tanks.
5. Bath and sink units.
6. Cistern hall floats.
7. Decorative laminates and mouldings.
8. Window and door frames and shutters for bathroom doors.
9. Lighting fixtures.
10. Electrical conduits.
11. Electrical insulators.
12. Pipes to carry cold waters.

BITUMEN

Ashalt, bitumen and tar are referred as bituminous materials, which are essentially hydrocarbon materials. The asphalt is a mixture of inert mineral matter lime alumina, lime, silica etc. and a hydrocarbon known as asphaltic bitumen. In some places like Trinidad and Bermudez, asphalt is available in nature at a depth of 3 to 60 metres. It is known as natural asphalt. Common variety used all over the world is residual asphalt, which is obtained by fractional distillation of crude petroleum oil. Bitumen is the binding material which is present in asphalt. It is a hydrocarbon. It is obtained by partial distillation of crude oil. It contains 87 per cent carbon, 11 per cent hydrogen and 2 per cent oxygen. Tar is obtained in the distructive distillation of coal, wood or other organic materials. When coal or wood is heated to redness in an closed chamber, it yields volatile product and residue coke. After separating and cooling volatile product gives tar.
Comparison between asphalt, bitumen and tar is guven below figure.


ASBESTOS

Asbestos is a general name for several varieties of fibrous minerals which are available in nature. But
presently, most of the commercial asbestos produced is ‘chriotile’ [Mg6SiO11(OH)6.H2O].

Properties of Asbestos:-
1. It is flexible, soft and non-porous.
2. It is fire proof and acid proof material.
3. It is a good insulator of heat and electricity.
4. When it is mixed with cement and water, it retains shape firmly.
5. Its colour is brown or grey.
6. It can be cut into pieces or can be drilled.
7. It possesses high tensile strength in the direction of its fibres.
8. Its specific gravity is 3.10.

Uses of Asbestos:-
1. Asbestos cement sheets are the cheapest roofing materials.
2. Asbestos cement pipes are used as down take pipes of rain water from the roof.
3. With bitumen it forms good damp proof layer.
4. It is used for preparing fire proof ropes and clothes.
5. It is used as covering material for fuse and electric switch boxes.
6. It is useful for insulating boilers, furnaces etc.

PAINTS

Paints are applied on the surfaces of timber, metals and plastered surfaces as a protective layer and at
the same time to get pleasant appearance. Paints are applied in liquid form and after sometime the
volatile constituent evaporates and hardened coating acts as a protective layer.
Constituents of Paint
The essential constituents of paints are:
1. Base 
2. A vehicle 
3. A pigment
4. A drier and 
5. A thinner.

1. Bases:
   It is a principal constituent of paint. It also possesses the binding properties. It forms an opaque coating. Commonly used bases for paints are white lead, red lead, zinc oxide, iron oxide, titanium white, aluminium powder and lithophone. A lead paint is suitable for painting iron and steel works, as it sticks to them well. However it is affected by atmosphere action and hence should not be used as final coat. While zinc forms good base but is costly. Lithophone, which is a mixture of zinc sulphate and barytes, is cheap. It gives good appearance but is affected by day light. Hence it is used for interior works only.

2. Vehicles:
    The vehicles are the liquid substances which hold the ingredients of a paint in liquid suspension and allow them to be applied on the surface to be painted. Linseed oil, Tung oil and Nut oil are used as vehicles in paints. Of the above four oils, linseed oil is very commonly used vehicles. Boiling makes the oil thicker and darker. Linseed oil reacts with oxygen and hardens by forming a thin film.

3. Pigment:
     Pigments give required colour for paints. They are fine particles and have a reinforcing effect on thin film of the paint. The common pigments for different colours are: 
Black—Lamp black, suit and charcoal black.
Red—venedion red, red lead and Indian red.
Brown—burned timber, raw and burned sienna
Green—chrome green, copper sulphate.
Blue—prussian blue and ultra marine
Yellow—ochre and chrome yellow.

4. The Drier: 
   These are the compounds of metal like lead, manganese, cobalt. The function of a drier is to absorb oxygen from the air and supply it to the vehicle for hardening. The drier should not be added until the paint is about to be used. The excess drier is harmful because it destroys elasticity and causes flaking.

5. The Thinner:
     It is known as solvent also. It makes paint thinner and hence increases the coverage. It helps in spreading paint uniformly over the surface Terpentine and neptha are commonly used thinners. After paint applied, thinner evaporates and paint dries.

Properties of an Ideal Paint:-
1. It should be possible to apply easily and freely.
2. It should dry in reasonable time.
3. It should form hard and durable surface.
4. It should not be harmful to the health of workers.
5. It should not be easily affected by atmosphere.
6. It should possess attractive and pleasing appearance.
7. It should form a thin film of uniform nature i.e., it should not crack.
8. It should possess good spreading power.
9. It should be cheap.

Types of Paints:-
Depending upon their constituents there are various types of paints. A brief description of some of them which are commonly used are given below:

1. Oil Paint:-These paints are applied in three coats-primer, undercoat and finishing coat. The
presence of dampness while applying the primer adversely affect the life of oil paint. This paint is cheap and easy to apply.

2. Enamel Paint:- It contains white lead, oil, petroleum spirit and resinous material. The surface
provided by it resists acids, alkalies and water very well. It is desirable to apply a coat of titanium white before the coat of enamel is applied. It can be used both for external and internal walls.

3. Emulsion Paint:- It contains binding materials such as polyvinyl acetate, synthetic resins etc.
It dries in 1 1 2 to 2 hours and it is easy to apply. It is more durable and can be cleaned with
water. For plastered surfaces, first a coat of cement paint should be applied and then the
emulsion point. Emulsion paint needs sound surfaces.

4. Cement Paint:- It is available in powder form. It consists of white cement, pigment and other
additives. It is durable and exhibits excellent decorative appearance. It should be applied onrough surfaces rather than on smooth surfaces. It is applied in two coats. First coat is applied on wet surface but free from excess water and allowed to dry for 24 hours. The second coat is then applied which gives good appearance.

5. Bituminous Paints:- This type of paint is manufactured by dissolving asphalt or vegetable
bitumen in oil or petroleum. It is black in colour. It is used for painting iron works under water.

6. Synthetic Rubber Paint: -This paint is prepared from resins. It dries quickly and is little affected by weather and sunlight. It resists chemical attack well. This paint may be applied even on fresh concrete. Its cost is moderate and it can be applied easily.

7. Aluminium Paint:- It contains finely ground aluminium in spirit or oil varnish. It is visible in
darkness also. The surfaces of iron and steel are protected well with this paint. It is widely used for painting gas tanks, water pipes and oil tanks.

8. Anti-corrossive Paint:- It consists essentially of oil, a strong dier, lead or zinc chrome and finely ground sand. It is cheap and resists corrossion well. It is black in colour.

Application of Paint:-
                  Preparation of surface for application of paint is the most important part in painting. The surface to be painted should not be oily and it should be from flakes of the old paint. Cracks in the surface should be filled with putty and then with sand paper. Then primer is applied. Painting work should be carried out in dry weather. The under coats and first coats must be allowed to dry before final coat is applied.

DISTEMPERS

           Distempers are the cheaper variety of paints in which chalk is used as base and water is used as a carrier. The emulsifying agent which is commonly used is glue or casein. Distempers are available in powder form or in the form of paste. They are to be mixed with hot water before use.
The surface to be distempered should be thoroughly rubbed and cleaned. The cracks, if any should be filled by lime putty. The surface should be kept dry for about two months before applying distemper. Thus a primary coat is applied and is allowed to dry. Distemper is usually applied in two coats.

Properties of Distemper:-
1. They are generally light in colour.
2. The coatings are generally thick.
3. They give reflective coating.
4. They are less durable than oil paints but are cheaper.

VARNISHES

Varnish is the solution of resins or resinous substances like amber, copal, shellac, gum resin etc. in
solvents like oil, turpentile, alcohol etc. Depending upon the solvents used varnishes are classified as,
oil varnishes, turpentile varnishes, spirit varnishes and water varnishes. The desirable characteristics of an ideal varnish are as follows;-
1. It should give glossy surface.
2. Should be durable.
3. It should dry rapidly after application.
4. It should not develop cracks after drying.
It is commonly used on wooden surfaces.

SOLID AND HOLLOW CONCRETE BLOCKS

     Solid and hollow concrete blocks are manufactured in factories to meet the requirements of building blocks in cities and towns. These blocks may be called as artificial stones, since they replace the stones in the masonry construction. They are manufactured with lean mixes of cement, sand and aggregates of sizes less than 12 mm. Instead of sharp edged aggregates, round aggregates are professed in the manufacture of these blocks. The properties and uses of these blocks is given in this article.
(i) Solid Concrete Blocks:-       Solid concrete blocks of size 400 mm × 200 mm × 150 mm are
commonly manufactured. To reduce the weight of the block no fine concretes are preferred. No fine
concrete is the concrete in which fine aggregate is not used, but round aggregates of size less than
12 mm are used. IS:2185 (part I) 1983 covers the requirement, for such blocks. The blocks should satisfy the strength requirement of 4 N/mm2. Their density should be as low as possible, so that handling is not difficult. They should have sharp edges which are at right angles to each other.
These blocks are used for load nearing wall construction also.

(ii) Hollow Concrete Blocks:-       To reduce the weight of concrete blocks, they may be made hollow
as shown in Fig. 5.1. Hollow blocks of sizes 400 mm × 200 mm × 190 mm (nominal size 400 × 200 ×
200 mm) and also of sizes 400 mm × 300 mm × 190 mm (nominal size 400 × 300 × 200 mm) are
manufactured. IS:2185 (part I) 1983 covers the specifications for these blocks. These block need richer mixes. Fine aggregates upto 60% and coarse aggregates upto 40% are used.
These blocks also should satisfy the strength requirement of 4 N/mm2. They should have truely
right angled corners. Advantage of using concrete blocks is that the construction activity is fast. Mortar requirement for finishing the surface is less. Pointing alone is sufficient, in other words plastering is not necessary. below Table gives the differences between solid and hollow concrete blocks.


Both solid and hollow blocks can be used for the construction of load bearing as well as partition
walls. They are ideally suited for the construction of compound walls.

ROOFING AND FLOORING TILES


These are also clay products like brick but are thin. Depending upon their use, building tiles may be
further classified as,
1. Roofing tiles
2. Flooring tiles and wall tiles.

1. Roofing Tiles:-     Roofing tiles are used to cover sloping roofs. They are supported on wooden
reapers. Sometimes light gauge steel or steed rods are also used as reapers. After supporting on reapers these tiles should be strong enough to take load of a man safely. The tiles should he leak proof. Normally these tiles are having curved surface having ribbed sections, so that with thin section they are sufficiently strong to resist the load. However many times flat tiles are used under curved/ribbed tiles. These tiles are not subjected to load directly. They serve in reducing adverse thermal effects. Mangalore, Allahabad tiles, and corrugated tiles are popularly used roofing tiles.

Allahabad tiles are generally laid side by side and the joints are covered with half round tiles.
Mangalore tiles are red in colour and they are of interlocking type. These tiles are manufactured in
Mangalore, Calicut, Cochin and Gujarat.
Corrugated tiles satisfy the requirements of appearance and leak proof but they can be easily
blown away by wind.

The desirable properties of the roofing tiles are:-
1. they should not absorb moisture more than 20 per cent by weight.
2. they should give pleasing look.
3. they should be capable of taking load of a man safely, after they are supported on reapers.
4. they should be durable.
5. they should be uniform in shape and size.
6. warpage should not exceed 2% along the edges and 1.5% along the diagonal.

2. Flooring Tiles and Wall Tiles:-     These tiles are manufactured by burning pressed green tiles
twice. First they are burnt at 700°C. Then they are dipped in the glaze solution and again burnt at
1250°C to fuse them with glaze. The thickness of these tiles vary from 15 to 20 mm. These tiles are flat and they have pleasing appearance.
 There are two types of flooring tiles:
(a) Glazed Tiles: These tiles are used as finish surfaces for floors and walls in kitchen and bathrooms.
These tiles are glazed and are provided with attractive colours and designs.
(b) Mosaic Tiles: These are precast concrete tiles with marble chips on the top surface. After
fixing these tiles polishing is done.

The desirable properties of flooring and roofing tiles are:-
1. Tolerance for length = ± 5 mm.
2. Tolerance for thickness = ± 2 mm.
3. Should be uniform in shape and colour.
4. They should be sound, hard and durable.
5. They should have very low percentage of water absorption.
6. They should give a clear ringing sound when struck with each other.
7. They should show good resistance to abrassion.

Friday, 8 April 2016

Standard Consistency Test and Setting time test for Concrete

Standard Consistency Test

                      For finding out initial setting time, final setting time and soundness of cement, and strength a parameter known as standard consistency has to be used. It is pertinent at this stage
to describe the procedure of conducting standard consistency test. The standard consistency of a cement paste is defined as that consistency which will permit a Vicat plunger having 10 mm diameter and 50 mm length to penetrate to a depth of 33-35 mm from the top of the mould shown in below fig. The appartus is called Vicat Appartus. This appartus is used to find out the percentage of water required to produce a cement paste of standard consistency.

The standard consistency of the cement paste is some time called normal consistency (CPNC). The following procedures is adopted to find out standard consistency. Take about 500 gms of cement and prepare a paste with a weighed quantity of water (say 24 per cent by weight of cement) for the first trial. The paste must be prepared in a standard manner and filled into the Vicat mould within 3-5 minutes. After completely filling the mould, shake the mould to expel air. A standard plunger, 10 mm diameter, 50 mm long is attached and brought down to touch the surface of the paste in the test block and quickly released allowing it to sink into the paste by its own weight. Take the reading by noting the depth of penetration of the plunger. Conduct a 2nd trial (say with 25 per cent of water) and find out the depth of penetration of plunger. Similarly, conduct trials with higher and higher water/cement ratios till such time the plunger penetrates for a depth of 33-35 mm from the top. That particular
percentage of water which allows the plunger to penetrate only to a depth of 33-35 mm from the top is known as the percentage of water required to produce a cement paste of standard consistency. This percentage is usually denoted as ‘P’. The test is required to be conducted in a constant temperature (27° + 2°C) and constant humidity (90%).


Setting time of Concrete

Setting Time:

 Initial setting time and final setting time are the two important physical properties of cement. Initial setting time is the time taken by the cement from adding of water to the starting of losing its plasticity. Final setting time is the time lapsed from adding of the water to complete loss of plasticity. Vicat apparatus is used for finding the setting times. Vicat apparatus consists of a movable rod to which any one of the three needles shown in figure can be attached. An indicator is attached to the movable rod. A vicat mould is associated with this apparatus which is in the form of split cylinder.
Before finding initial and final setting time it is necessary to determine water to be added to get
standard consistency. For this 300 gms of cement is mixed with about 30% water and cement paste
prepared is filled in the mould which rests on non porous plate. The plunger is attached to the movable rod of vicat apparatus and gently lowered to touch the paste in the mould. Then the plunger is allowed to move freely. If the penetration is 5 mm to 7 mm from the bottom of the mould, then cement is having standard consistency. If not, experiment is repeated with different proportion of water fill water required for standard consistency is found. Then the tests for initial and final setting times can be carried out as explained below:

Initial Setting Time: 

300 gms of cement is thoroughly mixed with 0.85 times the water for standard consistency and vicat mould is completely filled and top surface is levelled. 1 mm square needle is fixed to the rod and gently placed over the paste. Then it is freely allowed to penetrate. In the beginning the needle penetrates the paste completely. As time lapses the paste start losing its plasticity and offers resistance to penetration. When needle can penetrate up to 5 to 7 mm above bottom of the paste experiment is stopped and time lapsed between the addition of water and end if the experiment is noted as initial setting time.

Final Setting Time.

 The square needle is replaced with annular collar. Experiment is continued by allowing this needle to freely move after gently touching the surface of the paste. Time lapsed between the addition of water and the mark of needle but not of annular ring is found on the paste. This time is noted as final setting time.