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    1

    PRE FABRICATED

    MODULAR STRUCTURES

    GUIDED BY: SOUMYA MISS ASST PROFFESSOR, UKFCET, KOLLAM

    PRESENTED BY: FAIZAL.A.M 7THSEMESTER CIVIL ENGINEERING

    UKFCET, KOLLAM

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    Content

    IntroductionFeaturesComparison

    Design conceptComponentsTypes of precast

    systemDesign

    consideration

    EquipmentsAssemblingschedulingAdvantagesLimitations

    Conclusion references

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    Int!o"#$t%on

    The concept of precast structures also!no"n as prefabricated# modularstructures$

    The structural components arestandardi%ed and produced in plants in alocation a"ay from the building site$

    Then transported to the site for assembly$

    The components are manufactured byindustrial methods based on massproduction in order to build a large numberof buildings in a short time at lo" cost$

    &

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    Fe&t#!e

    The division and speciali%ation of the human"or!force$

    The use of tools' machinery' and otherequipment' usually automated' in the

    production of standard' interchangeableparts and products$

    Compared to site(cast concrete' precastconcrete erection is faster and less a)ected

    by adverse "eather conditions$*lant casting allo"s increased e+ciency'

    high quality control and greater control on,nishes$

    -

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    Co'(&!%on

    S%te)$&t no transportation the si%e limitation is depending on the elevation capacity only lo"er quality because directly a)ected by "eather proper' large free space required

    P!e$&t &t (*&nt transportation and elevation capacity limits the si%e(higher' industriali%ed quality . less a)ected by "eather no space requirement on the site for fabricationunlimited opportunities of architectural appearance

    option of standardi%ed components/

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    De%+n $on$e(t o!(!e$&t $on$!ete

    -#%*"%n+The design

    concept ofthe precast

    buildings isbased on1$build ability$$economy

    &$standardi%ation ofprecastcomponents$

    0

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    P!e$&t $on$!etet!#$t#!&* e*e'ent

    P!e$&t *&-

    P!e$&t Be&' G%!"e!

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    P!e$&t Co*#'n

    P!e$&t /&**

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    P!e$&t

    t&%!

    *recast concrete 4tairs4teel plates supported on steel

    beams

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    De%+n $on%"e!&t%on

    ,nal position and loadstransportation requirements . self load

    and position during transportationstoring requirements . self load and

    position during storing . 5avoid or storein the same position as it transported #built in6

    lifting loads . distribution of liftingpoints . optimal "ay of lifting 5selectionof lifting and rigging tools6

    vulnerable points 5e$g$ edges6 .reduction of ris! 5e$g$ rounded edges6

    17

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    T0(e o (!e $&t 0te'

    1$ Large(panel systems$ Frame systems

    &$ 4lab(column systems "ith "alls

    -$ 8i9ed systems

    11

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    bo9(li!e structure$both vertical and

    hori%ontal elements areload(bearing$

    one(story high "allpanels 5cross("all system# longitudinal "all system# t"o "ay system6$

    one("ay or t"o "ayslabs$

    1

    1$ Large(panel systems

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    $ Frame systems

    Components areusually linearelements$

    The beams areseated on corbels ofthe pillars usually"ith hinged(:oints5rigid connection isalso an option6$

    ;oints are ,lled "ithconcrete at the site$

    1&

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    &$Lift(slab systems ( partially precast in plant

    5pillars6 # partially precaston(site 5slabs6$

    ( one or more storey high

    pillars 5ma9 /6$ ( up to &7 storey high

    constructions$

    ( special designed :ointsand temporary :oints$

    (slabs are casted on theground 5one on top of theother6 . then lifted "ithcrane or special elevators$

    1-

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    Lift(slab procedure

    1/

    1$ pillars and the ,rst pac!age 5e$g$ / pieces6 of slabsprepared at ground level$ lifting bo9es are mounted on the pillars < a single

    slab lifted to the ,rst =oor level&(2$ bo9es are sequentially raised to higher positionsto enable the slabs to be lifted to their required,nal position ( slabs are held in a relative 5temporary6positions by a pinning system

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    P*&nn%n+ t!&1$ !o#te

    >o" long transportervehicle is required?

    @hat is the requiredload capacity of thetransporter vehicle?@hat is the ma9imum

    vertical e9tension ofthe shipmentouts on the site

    10

    B Is route permissionrequired?

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    E2#%('ent

    cranes mobile crane

    to"er crane5above &stories6

    lifting tools

    spreader beams

    "ire rope slings

    rigging tools

    eye bolt

    sha!les

    hoo!s 1

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    Ae'-*%n+3.

    12

    Co*#'n to $o*#'n $onne$t%on

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    Be&' to $o*#'n $onne$t%on

    13

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    Be&')*&- 4o%nt

    7

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    1

    *recast concrete structure consisting

    of solid "all panels and hollo" coreslabs$

    /&** to *&- $onne$t%on

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    A"5&nt&+e

    uic! erection times*ossibility of conversion' disassembling

    and moving to another site*ossibility of erection in areas "here a

    traditional construction practice is notpossible or di+cult

    Lo" labor intensivityeduce "astage of materialsEasier management of construction sitesetter overall construction qualityIdeal ,t for simple and comple9 structures

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    L%'%t&t%on

    si%e of the units$location of "indo" openings has a

    limited variety$

    :oint details are prede,ned$site access and storage capacity$require high quality control$

    enable interaction bet"een designphase and production planning$di+cult to handling transporting$

    &

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    S$6e"#*%n+

    o'e &((!o%'&te "&t& o! %nt&**&t%onemplacement of hollo" core =oor slabs (

    &77 m#dayerection of pillars#columns ( 2 pieces#dayemplacement of beams ( 1/ pieces#dayemplacement of double tee slabs ( /

    pieces#day

    emplacement of "alls ( 1/ pieces#dayconstruction of stair and elevator shafts (

    =oors#day

    -

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    E&'(*e3.

    /

    The hospital "ill feature multi(trade prefabricated rac!s in thecorridors' an

    approach that is still ne" in the G$4$

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    0

    8iami Halley >ospital Dayton'>

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    Con$*#%on

    o

    The use of prefabrication and preassembly isestimated to have almost doubled in the last1/ years' increasing by 20J$oThe use of precast concrete construction cansigni,cantly reduce the amount of construction"aste generated on construction sites$o educe adverse environmental impact on

    sites$o Enhance quality control of concreting "or!$

    o educe the amount of site labour$o Increase "or!er safety $o ther impediments to prefabrication and

    preassembly are increased transportation

    di+culties' greater in=e9ibility' and moreadvanced procurement requirements$

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    Ree!en$e

    K1 4%Mnyi L$ Construction of prefabricated reinforcedconcrete buildings' 711

    K enett' D$ Concrete Elegance 77-$ Concrete Centre'77/

    K& *recast Concrete 4tructures$ """$paradigm$in

    71$17$17 K- 4$ r%ev' T$ Nuevara(*ere% *recast Concrete

    Construction$http##business$management0$com#*ECA4T(COCETE(CO4TGCTIO(pdfe1&1-$

    K/ 4on:oy Deb *recast Concrete for uilding4ystemshttp##masterbuilder$co$in#Archives#uildingJ78aterials#Concrete#*recastJ7 ConcreteJ7forJ7uildingJ74ystems$pdf 71$17$17

    K0 Lift slab

    systemhttp##"ebs$demasiado$com#for:ados#patologia#liftPslab#aspect#inde9$htm71$17$& 2

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    3

    uestions ?$$$$$

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    &7

    Than! you