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    prefabrication

    group members-

    shashank srivastava

    sumit tiwari

    sonam sahu

    vaibhav gupta

    vaibhav jaiswal

    vaibhav kulshreshtha

    vijay kumar

    vijay kumar vermavirat singh

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    The concept of precast (also known as prefabricated)construction includes

    those buildings where the majority of structural components are standardizedand produced in plants in a location away from the building, and then

    transported to the site for assembly.

    These components are manufactured by industrial methods based on mass

    production in order to build a large number of buildings in a short time at low

    cost.

    The main features of this construction process are as follows:

    a) The division and specialization of the human workforce

    b) The use of tools, machinery, and other equipment, usually automated, in

    the production of standard, interchangeable parts and products

    This type of construction requires a restructuring of the entire conventional

    construction process to enable interaction between the design phase and

    production planning in order to improve and speed up the construction.One of the key premises for achieving that objective is to design buildings

    with a regular configuration in plan and elevation.

    prefabrication

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    Prefabrication

    Prefabrication is the practice of assembling components of

    a structure in a factory or other manufacturing site,

    and transporting complete assemblies or sub-assemblies to

    the constructionsite where the structure is to be located.

    The term is used to distinguish this process from the more

    conventional construction practice of transporting the

    basic materials to the construction site where all assembly is

    carried out.

    In prefabricated construction, only the foundations are

    constructed in the traditional way, while sections of walls, floors

    and roof are prefabricated (assembled) in a factory (possibly with

    window and door frames included), transported to the site, lifted

    into place by a craneand boltedtogether.

    The theory behind the method is that time and cost is greatly

    reduced.

    The method finds application particularly where the structure is

    composed of repeating units or forms.

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    Production of Precast ConcreteThe production of precast concrete elements takes place under controlled conditions in

    enclosed factories.

    Forms

    Precast forms are normally made of either steel or plywood. A large number of castings informs is typical in the production of precast concrete elements.

    Plywood form use is limited to about 20 to 50 castings depending upon the complexity,

    maintenance and shape of the form.

    A large number of castings can be made by precasting using steel forms.

    Form OilForm oils have been developed ( in place of mineral oil) containing of a mix of marine

    ester, medical white oil and vegetable oil. These oils are easily biodegradable and are non-

    toxic. Approximately 0.5 kg form oil per m3 of concrete is used.

    Silicone

    Silicone is frequently used to seal joints in forms.

    Admixtures

    Admixtures can be divided into four main groups:

    water-reducing, air-entraining, retarders and accelerators.

    In addition, there are several other types of admixtures

    For special applications

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    Reinforcement

    The process of preparing mild steel reinforcement may be

    the same for a precaster as for a contractor.

    Fibre reinforced polymer (FRP)

    composite materials can be used to reinforce the sectionsto allow the infrastructure to achieve its full lifetime.

    Other Materials

    In precast concrete production, special materials are

    occasionally needed such as epoxy, lacquer, varnish and

    paint. These materials are slightly hazardous, they arenormally used in very small amounts and their effects can

    be controlled during prefabrication.

    Transportation and Erection

    In precast construction, the rigging of scaffolding,

    formwork, storage areas etc. is either not necessary ordone only once. Scaffolding is generally not required for

    precast structures. Cranes are used to lift precast

    components into their place in a structure.

    An erection team consist of a crane and small crew.

    Experienced team can erect a whole frame and the floors

    and roof together with the walls of a building.

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    Large Panel Prefabrication System

    The designation large-panel system refers to multistory structures

    composed of large wall and floor concrete panels connected in the vertical

    and horizontal directions so that the wall panels enclose appropriate

    spaces for the rooms within a building.

    These panels form a box-like structure. Both vertical and horizontal panels

    resist gravity load. Wall panels are usually one story high. Horizontal floor

    and roof panels span either as one-way or two-way slabs.

    Depending on the wall layout, there are three basic configurations of

    large-panel buildings:

    1) Cross-wall system. The main walls that resist gravity and lateral loads

    are placed in the short direction of the building.

    2) Longitudinal-wall system. The walls resisting gravity and lateral loadsare placed in the longitudinal direction; usually, there is only one

    longitudinal wall, except for the system with two longitudinal walls

    developed in Kazakhstan.

    3) Two-way system. The walls are placed in both directions.

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    Thickness of wall panels ranges from

    120 mm for interior walls to 300 mm

    for exterior walls. Floor panel

    thickness is 60 mm. Wall panel

    length is equal to the room length,typically on the order of 2.7m to 3.6

    m. In some cases, there are no

    exterior wall panels and the facade

    walls are made of lightweight

    concrete.

    http://www.engpedia.com/index.php/Image:Large-panel-concrete-building.jpg
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    methods of prefabrication

    individual mould method

    in this method each

    components of building

    made in individual mould.

    like : wall, beam, roof, pile,

    etc.

    extrusion method

    unlimited length.

    used self consolidation.no vibrator.

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    battery method

    in this walls are made

    and spaces used forcuring.

    stack methodIn this horizontal module

    are made. Like slab.

    tilting method

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    Steel reinforcedconcrete is concrete in which steelreinforcement bars,

    plates or fibers have been incorporated to build up a material . In

    industrialized countries, nearly all concrete used in construction isreinforcedconcrete. There are a number of building materials that have

    been found to be exceptional when it used in the construction of

    buildings

    STEEL REINFORCEMENT

    Structural steelis steelconstruction material, a profile, formed with a specific shape

    or cross sectionand certain standards of chemical compositionand mechanical

    properties. Structural steel shape, size, composition, strength, storage, etc., is

    regulated in most industrialized countries.

    Structural steel members, such as I-beams.

    STRUCTURAL STEEL

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    Fibre reinforced concrete(FRC) is concretecontaining fibrous material which increases its

    structural integrity. It contains short discrete fibresthat are uniformly distributed and

    randomly oriented. Fibres include steel fibres, glass fibres, synthetic fibresand natural

    fibres. Within these different fibres that character of fibre reinforced concrete changes

    with varying concretes, fibre materials, geometries, distribution, orientation and densities.

    NON CEMENTITIOUS MATERIAL

    Glass Fiber Reinforced Concrete(GFRC) is a type of fiber reinforced concrete. Glass

    fiber concretes are mainly used in exterior building faade panels.

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    Take advantage of the strength of Reid steel

    structures with office, workshop, storagefloors. Thick galvanized composite style

    decking on Reid joists at close centers allow

    you to make safe, light concrete floors easily

    and with no propping. We can design for any

    loading and these floors are particularly good

    for Earthquake and Hurricane areas.

    Mezzanine with composite decking

    and joists at close centres.

    Mezzanine floor with precast concreteplanks on Reid Steel beams.

    Where Precast Concrete Planks are

    readily available Reid steel can be

    designed to carry your floors.

    Insitu concrete floors can be

    supported on Reid Steel Beams.

    Reid steel can support your

    own insitu floors spanning one

    way or two ways.

    Flooring arrangements

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    Metal Decking Floors (Durbar or Boot

    scraper). Here with handrail.

    Steel floors, steel walkways, cat ladders,

    stairs can easily be added to Reid Steel

    Framed Buildings. They can be in non skid

    Durbar plate or in boot scraper grid. Theycan be designed for any load from light

    maintenance to heavy trucks or plant.

    Lightweight floors on cold

    rolled joists.

    light weight timber or tongue-and-

    grooved chipboard floor on Reid steel

    close spaced joists.

    Mezzanines can be supported on

    light braced trestles.

    Temporary floors can easily be

    built on light supports providing

    the floor is strong enough.

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    Available -A large stock of sizes in 50mm increments allows fast and efficient delivery times.

    Affordable - Our highly efficient production technologies combined with our range of products and experience in design of precast

    elements enables us to provide cost efficient solutions.

    Reliable - Fitting of precast is a fast process and not subject to the same weather dependency as traditional construction methods with an

    average house being covered within a few hours.

    Hollow core Composite Floors

    Hollow core Composite Floors combine the benefits of our standard Hollow core unit, with a Structural Topping, fixed on site,

    to give a greater load bearing capacity.

    Hollow Composite Floors use Hollow core units with a structural concrete topping that provides improved load capacity.Hollow core Composite Floor can be designed in the unwrapped or partially propped condition to suit the particular

    requirements of construction. This makes the product well-suited to industrial developments, tall buildings, car parks, etc.

    Suitable for use in all types of building these pre-stressed units feature a series of voids that run the length of each

    section thus reducing weight and improving thermal performance.

    Hollowcore Floors

    Solid Composite Floors are a combination of solid prestressed concrete units with a structural concrete topping which is

    placed after the solid slabs have been erected

    Solid Composite Floors

    Precast concrete floors

    Precast concrete flooring options

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    Prefabrication in slab columns and beam

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    Prestressed rectangular beam

    Variable width :from 15cm to 60cm,variable height from 15cmto 70 cm.

    It is compatible with all slab including the

    prestressed slab in the market , namely the hollow core slab,

    the prestressed ribs and blocks , the predalle and the conventional insitu cast slabs.

    Therefore , It is is provided with a double strip on top to

    insure the proper level to the slab components.

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    dvantages Large span up to 17.00m,higher

    fire resistance up to 4 hours

    A smooth finishing with chamfered angles

    quick erection

    Withstand higher load

    it could be manufactured with high concrete resistance up to 50 MPa

    Design code and quality control

    The structural and seismic design are to French code BPEL 91.

    The Fire resistance is also to French code DTU 1987.

    The quality control is carried out in our factory material laboratory on daily basis .

    The client will be provided with the test results on the ordered products.

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    A structural member composed of two or more dissimilarmaterials joined together to act as a unit. An example in civil

    structures is the steel-concrete composite beam in which a steel wide-flange shape (I or W shape) is attached to a

    concrete floor slab(see illustration). The many other kinds of composite beam include steel-wood, wood-concrete, and

    plastic-concrete or advanced composite materials

    concrete. Composite beams as defined here are different from beamsmade from fiber-reinforcedpolymericmaterials.

    PROPPED CONSTRUCTION

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    There are two main benefits of composite action in structural members. First, by rigidly joining the two parts together,

    the resulting system is stronger than the sum of its parts. Second, composite action can better utilize the properties of

    each constituent material. In steel-concrete composite beams, for example, the concrete is assumed to take most or all of

    the compression while the steel takes all the tension.

    Design of Composite Beams

    The design involves the following aspe

    1. Moment capacity:

    Design the section such that the mome

    2. Shear capacity

    To ensure adequate capacity; this ba

    structural steel design.

    3. Shear connector capacity

    To enable full composite action to

    adequate.

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    4. Longitudinal shear capacity

    Check to prevent possible splitting of t

    5. Serviceability checks:

    a. Deflection;

    b. Elastic behaviour, and;

    c. Vibration.

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    The steel beam is supported at mid- or quarter-span until the concrete slab has

    hardened sufficiently to allow composite action. Propping affects speed ofconstruction but allows smaller steel sections.

    PROPPED CONSTRUCTION

    UNPROPPED CONSTRUCTIONThe steel beams must carry the weight of the wet concrete on its own. By the time

    construction loads can be applied to the slab, some composite behaviour can be used.

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    Today, building structures have become so innovative that ordinary propping equipment can no longer support the

    challenging techniques. If the architecture has become advanced, the propping equipment, shoring system and propping

    accessories have also come up to the mark. To meet the new challenges, many inventive types of propping equipments

    have surfaced lately.

    Some of the advanced propping equipments are:

    Tilt PropsFor the tilt up slab construction, tilt propping equipments are used. The push pull prop can be used for high load

    applications. Both sections of the props are permanently tagged with model and working loads. Tilt up can be dangerous

    as the heavy ton panels are lifted by cranes. Here the safety measures are very crucial. The Tilt Propping equipments are

    used to support the whole process of the tilt up construction.crow PropsThe Acrow Props are very vital for any construction. Every building construction needs the Acrow Props for support. The

    Acrow Props offers the simplest and quickest method of temporary support and that is why it is necessary in every

    construction.

    http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/
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    Multi PropsMulti props post shores are usually made of aluminium. They are considerably very light. A Mega prop 350, which can be

    extended from1.95m to 3.50m, can weigh only 18.8 kg. The Multi Props are high load-bearing capacity.Trishore PropsThe Trishore Props have many advantages. They are able to support heavy loads at considerable height, fine adjustment by

    screw jacks, economical and great savings in labour and transport, Trishore Props in groups can support extremely heavy loads

    and have interchangeable sections. The Trishore features intermediate sections available in three different lengths, domed

    bearing plate for concentric loading, head adjustment that fits R.S.J bearers and quick action connector.Slim SoldierSlim Soldier is a heavy-duty support for vertical and raking shoring. It can be used for variety of civil engineering and building

    works. The Slim Soldier can support both large walls and precast units. The Slim Soldiers can convert into effective push pullprop with the standard adjustable jack units to the ends linked with suitable end connections.

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    Megashore PropsThe Megashore Props are ultra heavy-duty modular propping system, which has been designed for axial loads of up to 1,000 KN

    (100 tonne). It is highly versatility and used in heavy lifting towers, bracing for excavations, support spines for tunnel formwork,

    shoring andtrusses.Titan PropsA Titan Prop is capable of supporting eight times the load for the same weight of its steel counterpart. Titan Props can be easilyhandled in discomfited locations and is suitable for tight and difficult access applications.

    http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/http://www.shorehire.com.au/
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    PRECAST CONCRETE

    Precast Concreteis a construction product

    produced by casting concrete in a

    reusable moldor "form" which is then cured in a

    controlled environment, transported to the

    construction site and lifted into place.

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    COMPONENTS OF A PRECAST REINFORCED

    CONCRETE FRAME SYSTEM

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    PRECAST CONCRETE

    COLUMN

    The precast concrete column elements

    are 1 to 3 stories high. The reinforced

    concrete floor slabs fit the clear span

    between columns. After erecting the slabs

    and columns of a story, the columns and

    floor slabs are prestressed by means of

    prestressing tendons that pass through

    ducts in the columns at the floor level and

    along the gaps left between adjacent slabs.

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    Precast concrete walls providean excellent envelope for lowrise

    commercial and industrial buildings. They

    are relatively easy to manufacture,

    structurally efficient, durable, and

    attractive.

    Shear walls are the main vertical structural

    elements with a dual role of resisting boththe gravity and lateral loads.

    PRECAST CONCRETE

    SHEAR WALL

    A single-family detached homebeing built up from precast concrete parts

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    PRECAST CONCRETE BOX

    A reinforced concrete box, is a square orrectangular "pipe" made of concrete with

    rebaror wire mesh fabric strewn throughout for

    the addition of extra strength. Multiple such

    boxes are arranged sideways to make a pipe or

    tunnel like structure.

    It is often used for sanitary sewer trunks, storm

    drain spillways, pedestrian subways, utility

    tunnels, catch basins, and other similar

    underground passage ways. Due to the

    enormous strength of reinforced concrete, it is

    often used in sewers or tunnels that have little

    cover above them which means they will be

    subjected to the stress of the roadatop them. In

    India, pre-cast concrete boxes known as "Magic

    Boxes"" are used for the constructionof flyoversand underpasses

    a reinforced concrete box being

    used in a storm drain

    RCC Magic Box, used to

    build an underpass

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    PRECAST DOUBLE-T SLAB

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    Double Wall Precast -

    Concrete Sandwich Panels

    The walls consist of two wythesofconcrete separated by an insulated

    void. The most commonly specified

    thickness of the wall panels is

    8 inches.

    The two wythes of the interior and

    exterior concrete layers are held

    together with steel trusses. Concrete

    sandwich panels held together with

    steel trusses are inferior to those held

    together with composite fibreglass

    connectors. This is because the steel

    creates a thermal bridge in the wall,

    significantly reducing the insulative

    performance and reducing the ability

    of the building to utilise its thermalmass for energy efficiency.

    ACTIONS

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    EXAMPLES OF FORCE TRANSFER SYSTEMS

    Encasing

    Threaded

    anchors,

    ferrules

    and bolts

    Reinforcing in

    bond

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    OTHER EXAMPLES OF FORCE TRANSFER SYSTEMS

    Welded

    connections

    CONNECTIONSTYPES

    Compression actions (forces) such as

    end bearing concrete to concrete

    Proprietary bearings (not that common inbuildings but are used in flooring)

    Connections for tensile and compression forces

    Connections for shear forces

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    EXAMPLES OF CONNECTIONS TYPES

    Bearing TensionShear

    PROPRIETARY CONNECTIONS

    Cast in channel Shear connector

    RESTRAINT CONNECTION

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    RESTRAINT CONNECTION

    Avoid the use drilled fixing into base of

    beam/slab as drilled fixing is likely to clash

    with reinforcing.

    Use 200x150 or 200x 200 EA to give sufficientleg lengths

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    DIFFERENT TYPES OF JOINTS

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    Column and foundation connection

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    Beam and column connection

    Typical connection

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    Typical connection

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    Self-supporting ready-made components are used, so the need for formwork,

    shuttering and scaffolding is greatly reduced.

    Construction time is reduced and buildings are completed sooner, allowing anearlier return of the capital invested.

    On-site construction and congestion is minimized.

    Quality control can be easier in a factory assembly line setting than a

    construction site setting.

    Prefabrication can be located where skilled labour is more readily available and

    costs of labour, power, materials, space and overheads are lower. Time spent in bad weather or hazardous environments at the construction site is

    minimized.

    Less waste may be generated and in a factory setting it may be easier to recycle

    it back into the manufacturing process, for instance it is less costly to recycle

    scrap metal generated in a metal fabrication shop than on the construction site.

    Moulds can be used several times.

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    Careful handling of prefabricated components such as concrete panels or steel

    and glass panels is required. Attention has to be paid to the strength and corrosion-resistance of the joining of

    prefabricated sections to avoid failure of the joint.

    Similarly, leaks can form at joints in prefabricated components.

    Transportation costs may be higher for voluminous prefabricated sections than

    for the materials of which they are made, which can often be packed more

    efficiently. Large prefabricated sections require heavy-duty cranes and precision

    measurement and handling to place in position.

    Larger groups of buildings from the same type of prefabricated elements tend to

    look drab and monotonous.

    Local jobs are lost