Origin And Types Of Formwork Construction Essay

Formwork is the term given to either lasting or impermanent molds into which concrete or similar stuffs are poured. Equally far as concrete building is considered the false work supports the shuttering molds. Most of the edifices which are made to stand for a long clip are made of concrete and howitzer. These edifice stuffs are strongest and most suited but at the same clip they are a bit boring to cover with. They do non get the coveted form and necessitate aid of some kind of support or any frame which can be detached as the concrete solidifies. Actually concrete is a stuff without any form. For most applications the form affairs, and concrete has to be molded or formed.


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Concrete has been in usage for the 1000s of old ages. The dome of Pantheon in Rome is made of lightweight concrete, and the under face shows the modeling consequence of formwork used two millenary ago. But it was merely at the terminal of 19th century that the usage of concrete became common, with the innovation of strengthened concrete. Some of the most old illustrations of concrete slabs were built by applied scientists of Rome [ Fig 1 ] . Concrete is rather strong in defying the compressive tonss but has hapless Tensile strength. To model these constructions, impermanent staging and formwork are built as per the coveted form of the construction. These edifice techniques were non isolated to pouring concrete, but were and are widely used in Masonry. Because of the complexness and the limited production capacity of the edifice stuff, concrete ‘s rise as a favorite edifice stuff did non happen until the innovation of Portland cement and reinforced concrete.

Fig 1 Pantheon Dome


The building industry forms the largest individual sector in any economic system. In the USA for illustration the building sector is responsible for 14 % of the GDP ( US National Statistics Bureau ) . Formwork is the individual largest cost constituent of concrete edifice ‘s structural frame. The cost of formwork exceeds the cost of concrete or steel and in some state of affairss the formwork costs more than the concrete and steel combined. For some constructions, puting precedence on the formwork design for a undertaking can cut down the sum frame cost by every bit much as 25 % . This salvaging includes both direct and indirect costs. Formwork efficiencies accelerate the building agenda, which can ensue in decreased involvement costs during building and early tenancy for the construction. Other benefits of formwork efficiency include increased occupation site productiveness, improved safety, and reduced possible for mistake.

Concrete is a stuff without form. For most applications the form maters and the concrete has to be molded or formed. Formwork is one of the built-in parts of building industry. This is the basic of any architectural constructions on which the whole edifice is made. The formwork is fundamentally used to keep the whole construction until the whole edifice is capable to stand on its ain. Even we use some solid Fe rods in edifices but the concrete need some clip to adhere with that for a house construction to stand as and in the coveted form.

Categorization OF FORMWORKS

Under this subdivision of the survey we will acquire in deepness of four facets of each and every type of the signifier work. These four facets would be:

Analysis of assorted constituents of formwork.

Safety facets of formwork.

Economy facets of formwork.

Selection procedure of the stuff of formwork.

The formworks are loosely divided in four classs based on the stuff, of which it is made. This classification is as follows:

Timber Formwork.

Metal Formwork.

Plastic Formwork.

Fiber Formwork.


This is the oldest sort and most basic formwork used in the building industry [ Fig 2 & A ; 3 ] . Its wet immune belongings makes it utilizable in this industry. Though it is easy to fabricate the lumber formwork but it is clip devouring when formwork is to be prepared for large constructions. It is comparatively inexpensive and easy to determine as required. It is comparatively light in weight for handling, but it is of limited lastingness.

Fig 2 Timber Formwork

Fig 3 Timber Formwork for Base


Sheathing is supported by horizontal members called joists or smugglers. Joists are made from dimension timber spaced at changeless intervals that are a map of applied tonss and type of timber. It is a recommended pattern to round down the deliberate joist spacing to the lower modular value. Joists are supported by another set of horizontal members perpendicular to the joists, called stringers. The stringers are supported by the perpendicular members called shores. In all wood conventional formwork [ i.e. 4 A- 4 in. or 6 A- 6 in. ] . Shores are rested on heavy lumbers called mudsills, to reassign the perpendicular tonss to land. In instance where a slab on class issues, shores are straight rested on them. Once the underside of the beam is constructed and leveled, one side of the beam is erected foremost with the holes drilled in it for put ining the tie roads. Tie rods are steel rods that hold the two sides of beam together. After the first side of beam signifier is erected, the support is placed inside the beam and so the other side of the beam is erected. Tie rods are so inserted into all holes on both side of the beam. The tie rods ‘ map is to defy horizontal force per unit area ensuing from the freshly put concrete and therefore maintain the sides of the beams in their proper location. [ Fig 4 ]

Fig 4 Timber Formwork


Though Timber formwork is the basic formwork but it has some drawbacks associating to the safety which prove to be harmful for the construction to be build and the labourers. The undermentioned safety facets must be considered while covering with the Timber Formwork.

Care should be taken in presence of Moisture: The biggest disadvantage of Timber Formwork is that the timber get softens when it is wet. If the moist is excessively much so timber soften up to a extent that it can be poked with the aid of nail tip. Though dry lumber is difficult plenty to bear the emphasis developed by concrete but it is non the same when it acquire wet. When lumber comes in contact with wet, the methyl alcohol molecules acquire activated and are responsible for weak intermolecular bond and therefore softening. This job is normally known as Wet Rot. [ Fig 5 ]

Fig 5 Wet Rot Timbers

Care should be taken in presence of mini beings and micro beings: Biggest menaces to any wooden construction and article are Termite [ Fig 7 ] and Fungus. Both of these beings live on about every type of wood as parasite and cause harm to immense measure of wood. Equally far as Timber formwork is considered the harm occurs chiefly in moistness and dark parts of storage. Termites eat the wood from the interior side doing it hollow and weak within. The wood therefore left is so weak that it can be broken with bare custodies. The harm caused by fungus is known as Dry Rot [ Fig 6 ] . Dry-rot fungus is frequently thought of as a edifice malignant neoplastic disease, rampaging through edifices and quickly destructing any lumber in its way. The fungus, which thrives in moist unventilated conditions, will perforate brickwork to acquire to more lumbers and can do widespread devastation of structural lumbers, hedging boards and door frames, and wood flooring. In short, the fungus can be thought of as ‘living in masonry and eating wood ‘ , and because the fungus lives in moistness, unventilated conditions, it can happen in the countries of a belongings that are seldom seen, such as floor nothingnesss, or behind timber panelling, so harm may be extended before the onslaught is discovered.

Fig 6 Dry Rot

Fig 7 Termite

Fire Safety: We already know that wood is flammable and porn to fire if considerable safeguards are non taken specially for those buildings sites which are near by to a gas station or any such location. Fires on building sites have been recognized as a serious job for building companies every bit good as for insurance companies, but less of a public safety issue since there are comparatively few fire deceases in such incidents. However, the tendency for ever-taller edifices, peculiarly in the Gulf and Far East states has resulted in a figure of important fires during building which have caused deceases and demonstrated the troubles confronting fire brigades when undertaking such incidents. On several occasions, air passages have had to be used for fire suppression and deliverance. Insurance companies have long had concerns about the possible for loss on tall edifice undertakings, and these fires have demonstrated that their concerns are good founded.

Causes can affect electrical hazards, smoke, hot work, overheating equipment, rubbish combustion, and flights of gases or flammable liquids – all of which are good recognized and should be conformable to normal fire safety steps.


Plywood: Plywood [ Fig 8 ] has some strength in both waies, but because the outer veneers give greater strength in the way of their grain, the sheet should ever cross that manner. Plywood is a few millimetres thick used as run alonging stuff, which is to the full supported from buttocks. With thickness of 12-19 millimeter the strength of plyboard itself can be used, and the bordering members spaced out the economical distances. There are three chief types of poly wood:

Finnish Birch

American Softwood

Tropical Hardwood

Sheets are usually 8ft by 4ft except for Finnish Birch, the outer grain tallies in the length of the board. The first two types are produced to allow national criterions. Hardwood ply comes from a assortment of tropical states so obtaining dependable informations about them is hard.

Fig 8 Plywood

Block board: Stripes of lumber are made into a panel with veneers on both sides. The gum should be of high quality else the surface may non be level plenty as the chevrons tend to demo through. Block board is made up of softwood strips as a nucleus. These strips may be up to about 25mm broad. The strips are placed border to inch and sandwiched between veneers of hardwood. The sandwich is so glued under high force per unit area. Block board [ Fig 9 ] is non suited for out-of-door usage as the gums used are interior gums. It is of import to do certain that the nucleus runs lengthways in order to accomplish maximal possible strength. The nucleus can be joined by custodies or by machine. There are merely few little nucleus spreads or even no nucleus spreads in machine-made nucleus. But nucleus spreads are common in semisynthetic nucleuss. Machine-made nucleus is much better than semisynthetic nucleus. Block board is sold in sheets of 2440 x 1220mm and are usually 30mm midst. Screws and nails may be used to attach block board but you have to guarantee that you make contact with the strips of deal and non the spreads between the deal strips.

Fig 9 Block board

Chipboard: Small splinterings are pressed into sheets. As with all boards depending significantly on plastic as the matrix, the stiffness is hapless, and a greater thickness than plyboard is often needed. It is heavier than plyboard but give better coating. Gluing together wood atoms with an adhesive, under heat and force per unit area makes chipboard [ Fig 10 ] . This creates a stiff board with a comparatively smooth surface. Chipboard is available in a figure of densenesss: -normal, medium and high-density.

Fig 10 Chipboard


This sort of Formwork is the most suited formwork for high rise edifices. This system is eco friendly and proves to be more economical on long tally due to good lastingness. In the conventional metal system, joists and stringers are made of aluminium or steel supported by scaffold-type aluminium or steel shore. In today ‘s building patterns, joists and stringers are made of aluminium and are supported by scaffold-type movable shore system. This formwork is built out of prefabricated faculties with a metal frame ( normally steel or aluminium ) and covered on the application side with stuff holding the wanted surface construction ( steel, aluminium, lumber, etc. ) . [ Fig 11 ]

Fig 11 Metal Formwork


In this system, steel joists and stringers have the advantage of back uping greater spans and fewer joists and stringers. The chief job with utilizing steel as joists and stringers for organizing concrete slabs is their heavy weight, which makes it hard for one individual to manage. A standard steel W-section is used because its broad rim makes it easy to link stringers with shore legs. Upper apex parts of the steel joist neting protrude through the upper chord members of the joist and through apertures provided in the sheet metal formwork placed over such joists prior to the pouring of the concrete slab. Composite action of open-web steel joists, back uping beams, girders and reinforced concrete slab interconnectedness. The betterment relates to a uninterrupted unit of ammunition rod secured near the vertex of each projecting web member analogue to the longitudinal axis of the joist and a reinforcing wire mesh draped between said rods, therefore allowing greater spacing between said joists, whereby said stick outing apex parts, said rods and said draped wire mesh will be encased within the slab to move as shear interconnectedness and support devices in this, to procure the joist and formwork together, to heighten the lockup of the concrete slab to the stick outing joist vertex parts, and to the back uping beams through the joist terminal connexion welded to the beam or girder, and to reenforce said concrete slab. This betterment makes optional the usage of cuneus members forced between such stick outing joist apex parts.

Fig 12 Metal Formwork


Though there is no demand worry for any fungous or organic decay to the metal formwork but still there are same issues which must be paid attending to, associating to corrosion and careless handling. Now let ‘s discourse these issues one by one.

Corrosion: The corrosion job [ Fig 13 ] may happen to any formwork if it is non maintained in proper manner. Any portion of formwork may be corroded due to direct contact with wet. This direct contact is either because of deficiency of proper oiling techniques or due to standing H2O. If even an inch or even a centimetre is left out of oiling so it proves to be unsafe for the formwork. Many times it happens that H2O is leaked out and left standing. This tends to eat the lordotic portion of formwork. Rusting of formwork besides leave discolorations over the concrete unit. These discolorations if thick crystallize later and present a menace to platter bed.

Fig 13 Rust Stains

Botching while piecing: There have been several instances doing accidents of labourers at the site due to botching of the formwork. These accidents occur while lifting, if the burden is non decently tied or hydraulic doodly-squat is non applied decently. Other ground responsible for on site accidents is loose prison guards and bolts which lead to fall ining of the erected formwork.

Electricity: If the site location is nearby any kind of electric web so the metal formwork should be handled with extreme attention. A safe distance should be maintained and if possible any such web or device should be avoided in nearby locality of the site.


Extruded Aluminum Joist: The first constituent of the conventional metal system is the aluminium joist. The extruded aluminium joist takes the form of a modified beam with a formed channel in the top rim in which a wood nail strip 2 by 3 in. is inserted. The plyboard deck is so nailed to the nail strip. [ Fig 14 ]

Fig 14 Extruded Aluminum Joist

Aluminum Beams ( Stringers ) : The intent of stringers is to reassign the tonss of the surface panel to scaffold. Extruded aluminium joists can besides be used as stringers [ Fig 15 ] unless the burden is excessively inordinate, in fact it is good pattern to avoid utilizing a mixture different beam types. Aluminum beams are commercially available for the lengths runing from 4 to 30 foot.

Fig 15 Aluminum Beam

Aluminum Scaffolding Shore: The aluminium scaffolding [ Fig 16 ] shoring system has been available for several old ages as a replacement for the steel scaffolding shoring system. The system consists of several frames connected together by cross brace. Aluminum shore is lighter and has load transporting capacity equal to or greater than steel shoring. Load transporting capacity of aluminium shore can make up to 36,000 pound.

Fig 16 Aluminum Scaffolding Shoring

Post portion: A Post Shore is a individual member made of steel or aluminium and support stringers. Post shores can be used to replace, or in combination with, scaffold shore. Post shores can besides be used re-shoring after striping of formwork elements.


The concrete subcontractor must accomplish 3 ends in his formwork craft:

Quality – formwork must be designed and built so that the ensuing cast concrete attains the coveted size, form, place and coating.

Safety – formwork must be designed built strong plenty to back up all dead and unrecorded tonss without runawaies, prostration, danger to workers, and hazard of harm to the construction.

Economy – formwork must be designed, built and re-used in an attempt to salvage clip and money for the general contractor and the proprietor.

Now every bit far as the economical facet of formwork is concerned let me do you cognizant of the fact that formwork portion a considerable site budget. If we design the formwork intelligently and be after its usage, so we can salvage a batch of money. As metal formwork is more lasting and reclaimable as compared to the wooden formwork, it should be used. There are several advantages which make metal formwork a better option.


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