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    Case Study Of High Strength Concrete Construction Essay

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    In the text below I have tried my best and set in all of my attempts to make a papers that might assist other pupils even without any anterior cognition of the topic to understand the really of import capable concrete with thorough apprehension of the concrete. The text gives the basic cognition of the lesser of import constructs and has been written to depth for of import and practical constructs. I have tried to make a papers that shall be used to give talks and cover the spread between a professor with in deepness cognition of the topic and a pupil who has merely been introduced to the topic.

    I am besides grateful to my professors and friends for their support in finishing this work. I hope the papers acts as a manner of information instead than being a saber saw mystifier and carry through all the demands for the formal entry.

    Introduction: – Civil technology is the oldest and the most basic watercourse of technology. When we think of civil technology the first thing that comes to mind is cement and building, when we come down to the more utilizations of civil technology we think of concrete. Concrete is non such a simple thing as it may look down to a non building related individual, it is due to the fact that it has so many practical utilizations, more than any building stuff that it has a specialisation of its ain. So the survey of concrete is really helpful or may be considered the most necessary surveies for a civil applied scientist. Nowadays the survey of concrete is considered as the anchor of the building industry. This topic has its ain specialisations available for survey is such a huge topic that for a building industry or company the success is decided by its concrete applied scientists. The modern industry of the todayaa‚¬a„?s universe relies wholly on the building of concrete constructions. Concrete has experienced this great assortment of usage due to its fantastic belongingss that wholly distinguish it from any of the remainder of building stuffs. The history of building hints back to the times of Assyrians and Babylonians who foremost made the usage of clay as a cementing stuff. The ancient garrisons and military edifices, the defence constructions have witnessed a broad usage of the concrete made of sums and calcium hydroxide as a binder. Construction of the pyramids in Egypt has besides proved the usage of calcium hydroxide and gypsum as a binder in the concrete works. The outstanding scientists of the concrete survey are Vitruvius who is believed to hold the cognition of chemical science of the cementitious calcium hydroxide. One of the singular antediluvian plants is the pantheon, which consists of a dome spanning 43.43m and is made wholly of concrete. The Romans besides used suited cements made of suited limestone burned in kiln or were mixtures of calcium hydroxide and puzzolanic stuffs ( volcanic, ash, tufa ) uniting into a difficult concrete. Vitruviusaa‚¬a„?s work was followed by the researches made by M. Vicat of France. Joseph Aspedin of Yorkshire ( U.K. ) was the first to present Portland cement in 1824 formed by heating a mixture of limestone and finely divided clay in a furnace to a temperature high plenty to drive off the carbonaceous acid gas. In 1845, Issac C. Johnson invented the cement by increasing the temperature at which the mixture of limestone and clay were burned to organize cinder. This cement was the paradigm of the modern Portland cement. From so onwards, a gradual betterment in the belongingss and qualities of cement has been made possible by research workers in U.S.A. , U.K. , France and Germany.

    What precisely is concrete: – Concrete is a composite semisynthetic stuff most widely used edifice stuff in the building industry. It consists of a rationally chosen mixture of adhering stuff such as calcium hydroxide or cement, good graded mulct and coarse sums, H2O and alloies ( to bring forth concrete with particular belongingss ) . In a concrete mix, cement and H2O form a paste or matrix which in add-on to make fulling the nothingnesss of the all right sum, coats the surface of all right and harsh sums and binds them together. The matrix is normally 22-34 % of the entire volume. Freshly assorted concrete before set is known as moisture or green concrete whereas after puting and indurating it is known as set or hardened concrete. The moulded concrete mix after sufficient bring arounding becomes hard like rock due to chemical action between the H2O and adhering stuff. It would be impossible to discourse all the facets of this stuff in few pages and the treatment is confined to the general features and quality trials necessary for its usage by civil applied scientists and designers.

    Most of the ancient constructions and historical edifices had been constructed with lime concrete. With the coming of cement, the usage of lime concrete has been confined to doing bases for concrete foundations and roof terracing. The major factors responsible for broad use of cement-concrete are mouldability, early hardening, high early compressive strength, development of coveted belongingss with alloies to be used in inauspicious state of affairss, suitableness for guniting, pumpability and lastingness. The simple ground for its extended usage in the building of about all civil technology plants is that the belongingss can be controlled within a broad scope by utilizing appropriate ingredients and by particular mechanical, physical and chemical processing techniques Buildingsaa‚¬ ” from individual floor to multistorey, Bridgess, wharfs, dikes, weirs, retaining walls, liquid retaining constructions, reservoirs chimneys, bins, silos, tracks, pavings, shells, arches, railroad slumberers are but a few illustrations of cement concrete applications.

    Concept of high strength concrete: – Concrete due to its versatile belongingss is used for many heavy and medium or low cost buildings. So the concrete used in these plants is non wholly same. Thus for more of import and demanding works a concrete with higher strength is needed. This concrete can be given excess strength by assorted methods. Normally any concrete which falls in a class over M65 is considered or called high strength concrete. This M65 signifies a compressive strength of 65N/mm2 after 28 yearss.

    This strength apart from other methods can be reached by Reinforcing the concrete with other stuffs of higher strength. Reinforcing means the blending the concrete mix with other stuffs. The stuffs most normally used are steel, bamboo, wire mesh, sticks etc. These stuffs provide those belongingss to the concrete that the concrete itself lacks. The concrete so strengthened becomes so strong that no other stuff can be compared to it. Besides the strength to be ratio of this is really less as compared to any other stuff available in the market.

    RCC and concrete: – RCC and concrete are the same thing but for the fact that RCC has some support provided to the mix and the field concrete is merely a mix of cement sand and H2O along with sums. The support is placed where the construction has to be built and concrete is subsequently put on it and both of these bond together to organize a high strength concrete. The most common reenforcing stuff used is steel in the signifier of steel bars and wire mesh. So the wire mesh or the steel bars are easy to topographic point and the chief work so lies in decently fixing the concrete mix. So we shall now analyze the readying of the concrete mix.

    Preparation of concrete: – The concrete is reasonably easy to fabricate. The readying of concrete is a stepwise procedure. Its readying involves storage of stuffs viz. sand sum, cement, H2O. After that follows batching of stuffs which is a procedure of measuring of stuffs by different, convenient methods. Then falls the procedure of blending which is a critical procedure ; the most of belongingss depend on the commixture conditions and the type of blending done. Mixing is the procedure of blending the stuffs, batched before and fixing the concluding concrete mix or paste. The concrete so prepared is now needs to be transported to the site of usage. This is done by utilizing pans, wheel saloon rows, theodolite sociables, chutes, bell conveyors, pumps, tower Crane and hoists etc. Now that the concrete has been brought to the site it needs to be placed such that it additions maximal strength every bit easy as possible. So the placing is besides a really critical procedure of the concreting operation. Now that the concrete has been placed we now have to do certain that no nothingnesss are left in the located mix. Compacting the concrete mix makes certain that the concrete additions fullest of its strength. Then remains coating of the concrete work done to do certain that it looks good aesthetically. Then the concrete needs to be cured to look into the development of clefts and command the heat of hydration.

    The inside informations of each of these procedures are as follows:

    Storing of stuffs: – Storing of stuffs is controlled so that the stuffs do non acquire deteriorated. The stuffs stored on sites are cement, aggregative, sand, H2O, steel and any other alloies. The cement should be stored really carefully as the cement is the 2nd most dearly-won stuff after steel which is used in lesser measures ; cement easy attracts any wet in the air and hardens and gets useless for the building intent. The cement should be stored in air tight suites free of wet and gnawers. The bags of cement should be placed at least 30 cm apart from the walls and at least 20 centimeters above the floor degree this is done by doing a impermanent platform of wood or other inexpensive stuff. The cement bags should be placed one over other to a maximal tallness of 1.5m. The cement bags should be used on the first in first out footing. These bags should be kept covered at all times with a suited plastic screen.

    Then comes the sums, the sums should be so stored that these are distinguishly stored harmonizing to their size. These should either be kept wholly damp or wholly dry this helps to better understand the H2O cement ratio and provides a rigorous control over this critical ratio.

    Then comes sand, sand does non necessitate much particular attending while hive awaying but sand so stored should be checked on a regular basis for addition in the wet content and hence bulking.

    The H2O used for adding to the cement or concrete is normally drinkable H2O and the H2O should be kept clean and free of any flora and any sort of seeable stuffs and sand etc.

    Batching: – The batching of stuffs is a simple procedure of mensurating the measure of the stuffs to be used for the concrete mix. This is done by two methods viz. by weight and by volume. The stuffs while blending demand to be proportioned decently so that the coveted strength and belongingss can be achieved. This has to be done purely to guarantee the coveted belongingss. In the former class all of the ingredients are measured by weight. But this system has a drawback that the wet content alters the weight of the stuffs and this has to be adjusted after experiments and mathematical computations.

    The ulterior uses the mensurating the stuffs by volume and is less preferred to the above method. This is for the ground that the sand content varies greatly in volume by the wet content. This fluctuation is harder to account for accurate measuring.

    Mix: – The procedure of commixture of assorted ingredients of concrete in specified proportion is termed as commixture of concrete. Aims of commixture: the quality and strength of concrete depends upon proper commixture. The object of commixture is to surface the surface all aggregative atoms with cement paste and to obtain concrete of unvarying colour and needed consistence.

    Methods of commixture:

    Hand commixture: – the procedure of blending the ingredients of concrete by manual labour is called manus commixture. It is adopted for little and unimportant and where measure of concrete used is little. Hand blending method requires more cement ( 10 % ) than machine commixture for obtaining the same strength of concrete.

    Machine commixture: – The procedure of blending the ingredients of concrete by a machine is called machine commixture.

    In instance where a big measure of concrete is to be produced, manus blending becomes dearly-won even if the labour is inexpensive. The machine maxing becomes indispensable. The concrete can therefore be produced at a faster rate and at lesser cost. The quality of concrete by machine commixture is besides better.

    Transportation system of concrete: – The procedure of transporting concrete mix from the topographic point of blending to the concluding place of deposition is called transit of concrete. Transportation system of concrete mix is really of import because in transit, clip factor is involved. The mix has to be transported every bit shortly as possible.

    Precautions in transit: – concrete should be transported every bit rapidly as possible to the formwork within the initial scene clip of cement.

    Attempts should be made to forestall segregation.

    Transportation system cost should be every bit low as possible.

    The concrete mix should be protected from drying in hot conditions and from rain during transit.

    No H2O should be lost from the mix during transit.

    Methods of transit: -The following are the manners of transit of concrete:

    Pans- in this method concrete is transported in Fe pans manually.

    Wheel barrows- steel wheel barrows with 70L capacity with pneumatic tyres are used for moderate distances.

    Truck sociables or tipping lorries- this is used for longer distances of travel. In this a truck or lorry holding a sociable built into it is used to transport concrete.

    Other methods are:


    Belt conveyors

    Tower Cranes


    Formwork: – The impermanent building used as a mold for the construction for the construction in which the concrete is placed and in which it hardens is called formwork or shuttering.

    It includes all the surfaces in contact with concrete and all necessary back uping members. The portion of formwork which consists of sheeting and its immediate supporting or stiffening members is called signifier. The portion of formwork which supports the signifiers normally for a big construction is called false work. It is yet another of import procedure for concreting.

    Compaction: – Compaction of concrete is a procedure of extinguishing the entrapped air in concrete and accomplishing maximal denseness. The importance should non be under estimated. The strength of concrete is reduced by about 40 % by presence of merely 5 % nothingnesss. The compression reduces nothingnesss to a lower limit. The compression is done by making external work on the concrete.

    Completing: – coating may be defined as the procedure adopted for obtaining a true, unvarying concrete surface. The importance of coating is inevitable. It is to maintain the concrete surfaces free from waves. The vibrating or manus tamping of a concrete leaves a somewhat unsmooth surface. Finishing of concrete surface is hence of import. The pick of concrete completing depends upon the ultimate usage of the constituent and desired aesthetic consequence.

    Hardening: – The procedure off maintaining the concrete moist to enable it to derive strength is called bring arounding. It is name given to procedure used for motivating the hydration of cement. The concrete hardens because of hydration i.e. the chemical reaction between H2O and cement. This reaction depends on the presence of H2O. Although there is sufficient H2O at the clip of blending yet it is necessary to guarantee that the H2O is retained to enable the chemical reaction to go on.

    Methods of hardening: – The assorted methods of hardening are

    Shadowing of concrete work.

    Covering the concrete surface with burlap bags or Hessian boots.

    Scattering of H2O.

    Ponding method.

    Membrane hardening.

    Steam hardening.

    Of these, ponding covering of concrete surface with burlap bags or Hessian boots are the most commonly and really widely used.

    Proportioning of concrete mixes: – Proportioning of a concrete mix agencies finding the comparative sums of stuffs required for batches of concrete of needed strength. This procedure is by and large called as design of mix.

    In proportioning a concrete mix, one has to take suited proportions of all the ingredients of concrete i.e. cement, sum and H2O so as to give concrete its coveted belongingss both on the plastic every bit good as in hard-boiled phase with the maximal economic system.

    Classs of concrete: – concrete Idaho graded harmonizing to its compressive strength. As per IS 456:2000 the concrete mixes are designated into 15 classs. The assorted classs of concrete are given in the tabular array below:



    Compressive Strength ( N/mm2 )

    Ordinary concrete









    Standard concrete















    High strength concrete









    Concretes of compressive strength lesser than 20MPa may be used for thin concrete bases and simple foundations for masonry walls.

    Classs lower than M20 should non be used in strengthened concrete plants.

    Classs lower than M30 should non be used in station tensioned prestressed concrete.

    Classs lower than M40 should non be used in pre tensioned prestressed concrete.

    There are two types of concretes based on the method of proportioning:

    Ordinary concrete ( normal mix concrete )

    Controlled concrete ( design mix concrete )

    Ordinary concrete ( normal mix concrete ) : – The concrete in which the proportions of cement, sums and H2O are determined by following nominal concrete mixes and no preliminary trials are performed is called ordinary concrete. It is merely used when it is non possible to utilize controlled concrete. It may be used for classs M20 or lower if designed mix concrete can non be used for some grounds. The proportions of the ingredients are specified by the applied scientist normally without proving the stuffs. There is no warrant that a M20 nominal mix with adopted proportions ( say 1:4:8 ) will hold a 28 yearss cube strength of 20N/mm2.

    IS 456:2000 suggests the proportions of stuffs required for nominal mix concrete as shown in the tabular array below:

    Class of concrete

    Entire measure of dry sum per 50 kilogram of cement ( kilogram )

    Proportions of all right sum to coarse sum by wt.

    Maximum measure of H2O per 50kg of cement ( litres )



    By and large 1:2 but upper




    Limit is 1:1.5 and lower




    Limit is 1:1.25


    Controlled concrete ( design mix concrete ) : – The concrete in which the proportions of cement, sum and H2O are determined by carry oning preliminary trials for the design of mix is called controlled concrete. A design mix concrete is preferred over a nominal mix concrete for lastingness, strength and economic system.

    Reinforced cement concrete: – RCC or reinforced concrete cement is yet another type of high strength concrete. As explained when reenforcing stuffs of higher strength are added to the concrete it becomes strengthened cement concrete.

    The chief characteristic of adding this support is that it makes the concrete really strong even in tenseness ; otherwise in which concrete is really weak. This happens due to the bonding between reenforcing stuffs and the concrete mix.

    The concrete so prepared is used for many intents such as wharfs, Bridgess, overpasss, dikes, slabs, arches etc. The strength of same proportions of stuffs of concrete when reinforced outputs more than twice the strength as it would otherwise.

    IS codifications help us design constructions of RCC by sing assorted norms and bounds of safety and other factors. These tell us what excess commissariats are needed to be made in certain conditions. The usually used supports are steel bars which are explained in item as under:

    Steel bars are available in the market in assorted sizes which are the step of the diameter of the saloon. These sizes range from 6 millimeters to 24 millimeter for general intent. Other larger and specialized sizes are besides available for particular buildings. These bars are cast of steel formed by add-on of approximately 1 % of C content to press while itaa‚¬a„?s fabrication. This steel is really difficult and is really malleable. Traces of other stuffs are besides added to this steel to modify suited belongingss.

    These bars are of two types based on the procedure of fabrication or concluding belongingss:

    TMT- thermo automatically treated bars

    Sal- ordinary ribbed bars.

    TMT: – this is a merchandise of the new age and has evolved as a consequence of scientific research over the old ages in the Fieldss of metallurgy and other related field such as metallurgy and the belongingss of metals. These bars as the name suggests are automatically treated to do stronger. These are foremost heated to a temp of 1400C ( ruddy hot ) and so cooled all of a sudden which makes it stronger. Then these bars are besides ribbed which makes them stronger at bonding. These bars are available in the market and are preferred over the other field or ribbed or SAL bars.

    SAL: – these are the traditional bars which were foremost tested by organizing corrugations or ribs. The ribs on these are coiling in form. These are less strong than the other types of bars ( TMT ) . These bars are manufactured from steel with 0.8-1.2 % of C content in Fe. These bars are brickle and less malleable. So these are presents traveling out of market. These are non used in any of the technology plant. The cost of these is non well less than the TMT bars. These bars are available in sizes runing from 8mm to 26mm. these bars make a weaker bond than TMT and should non be used for any of import plants.

    Design of RCC: – RCC constructions need rather a batch of mathematical analysis to be done before the values of concluding building are received. The maximal sum of steel that can be added to the constructions is 4 % of the cross sectional country. The slabs and beams designed of RCC are categorized into two parts- singly strengthened constructions and double reinforced constructions.

    Singly reinforced constructions are those in which the steel support is added to the lower side of the beam or the slab that bears tenseness.

    Doubly reinforced constructions are those in which the steel support is added to both- upper and lower side of the construction for instances of variable tenseness and compaction values ; or excess strength is required for higher burden values or when the dimensions of the member to be cast are limited due to some ground or other. These sorts of things make the RCC structures anchor of the building industry. These RCC constructions with steel are besides really safe for shear and torsional forces excessively.

    Changes of belongingss of concrete ( Admixtures ) : – The concrete has its certain belongingss that sometimes are needed to be changed, for this grounds other stuffs other than the basic ingredients are added to the concrete while blending. These stuffs are called alloies.

    These are categorized into several divisions:



    Water-reducing alloies

    Air-entraining alloies


    Some common illustrations of alloies are fly ashes, silicon oxide smoke, rice chaff ash, metakaolin.

    Now inside informations of these types of alloies

    Accelerators: – Accelerators are the chemicals used to speed up the scene and hardening of concrete. Accelerators are added to concrete to:

    Increase the rate of hydration and hence to increase the rate of strength development.

    Reduce the scene clip.

    E.g. of accelerators- Ca chloride, triethenolamine etc.

    Retarding alloies ( Retarders ) : – Retarders are the chemicals used to detain the scene and hardening of concrete. Retarders slow down the chemical procedure of hydration so that concrete remains fictile and feasible for a longer clip than a concrete without retarder. E.g. of retarders are sugar, calcium sulfate, skimmed milk, ammonium chloride, Ca borate, Ca tartarate, mucic acid etc.

    Water cut downing alloies: – These are used to:

    Increase the workability of freshly assorted concrete without increasing H2O cement ratio.

    Maintain workability with decreased H2O cement ratio.

    Sugar in add-on to moving as a retarder, improves the workability of concrete besides. Carbohydrates and organic acids are other illustrations of H2O cut downing alloies.

    Air entraining agents: – Air-entraining alloies are used to entrain air in signifier of really little disconnected air bubbles in concrete. The air bubbles ( about.01 to.25mm Defense Intelligence Agency ) act as flexible ball bearings and modify the belongingss of fictile concrete. It besides modifies the belongingss of hard-boiled concrete.

    Plasticizers: – Plasticizing alloy is a substance which imparts really high workability with a big lessening in H2O content ( at least 20 % ) for a given workability. It besides permits the usage of lower H2O cement ratio for the same workability.

    Materials used as plasticisers:

    Anionic substances such as lignosulphonates.

    Nonionized wetting agents such as hydroxylated carboxylic acid.

    Other merchandises such as saccharides.

    Calcium, Na, and ammonium lignosulphonates are largely used as plasticisers.

    Plasticizers are used in the sum of 0.1 to 4 % by weight of cement.

    A 0.5 % concentration of plasticiser by weight of cement can:

    Increase the 28 yearss compressive strength by 30 % with 20 % decrease in H2O cement ratio.

    Increase slack from 25 to 100mm.

    Necessitate 15 % less cement.

    Uses: these can be used where a high grade of workability is required in state of affairss like:

    Deep beams.

    Column and beam junctions.

    Tremie concrete.

    Pumping of concrete.

    Thin walls of H2O retaining constructions with high per centum of steel support.

    This was it about the instance survey of high strength concrete. I have tried my best to give the best attack possible to every facet of any construct. Still worlds will maintain devising errors so that they can larn from them. Thankss.

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