the millau viaduct by anurag das

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    MILLAU

    VIADUCT

    MILLAU

    VIADUCT

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    The Millau Viaduct is a cable-stayed bridge that spans the

    valley of the iver Tarnnear Millau insouthern !rance "

    It is the #$th highest bridgedec% in the &orld"

    It &as built to reduce tra'c

    of s(all to&n Millau as the

    I+T,DUCTI,+

    The Millau Viaduct is a cable-stayed bridge that spans thevalley of the iver Tarnnear Millau in southern !rance"It has the #$th highest bridge

    dec% in the &orld"

    It &as built to reduce tra'c of

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    MA, .+/I+..I+/

    C0ALL.+/.*

    #1 2UILD T0. TALL.*T 2ID/.)I.* I+ T0. 3,LD"

    $1 )UT 45666 T,+ !..3A7 ,+

    T,) ,! IT"

    41 ..CT 8 *T..L )7L,+*

    0U+D.D* ,! M.T. A2,V. T0.

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    *).CI!ICATI,+*

    MILLAU VIADUCTCrosses 9 iver Tarn

    Design 9 Cable-stayedbridge

    Total length 9 $": %( long

    3idth 9 4$ (Longest span 9 4;$ (

    0ighest pier 9 $;: (

    Curved radius 9 constant $6 %(

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    Construction of

    piers

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    .ach pier is treated as a&or%site in its o&n right sothat construction of all the

    seven bridges can ta%e placeindependently"

    The geo(etry of the piers

    varies fro( one pouring stepto the follo&ing pouring stepand is tapering entire &ay

    up"

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    The shape of the (ould &aschanged at every ;( height

    to

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    The installation of the dec%

    by successive launchingoperations re>uires theerection of 8 te(porarypiers"

    These piers consists of a(etal fra(e&or% of a s>uaresection of #$(?#$( &hose(e(bers are tubes of#@6#5(( dia(eter"

    They introduced this piersbet&een the t&o pillers asthe span bet&een the t&opiers &as large and dec%

    could not support itself"

    Te(porary piers

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    *teel Dec%sThey opted for steeldec% over theconventional concretebloc%@as it is notecono(ical and safeto lift concrete oversuch heights"

    !abrication of thedec% section &as donein steel factory "Around $$66

    sections each

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    Launching the

    dec%8 te(porarypiers help

    support the&eight of thedec%@as thelongest dec%

    could support&as half thespan"

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    0ydraulic

    launchersCo(puteriBedlaunchers push the

    pre-fabricated dec%seg(ents on to thepiers".ach cycle (ovesthe dec% 566 (("Total of :666 cyclesre>uired"The cycle is

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    +,*.

    .C,V.7

    3eight of steel bo?

    girder dec% sags asspan is co(pleted"+ose recovery syste(attached to raise the

    dec% to the level ofthe ne?t pier"This aligns the dec%for the level andcurvature of the ne?tpier"The precision carried

    out in the noserecover s ste( is

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    )7L,+

    C,+*TUCTI,+

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    After the dec% construction &as

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    !or placing the pylons steel

    engineer Marc 2uono(o used atechni>ue &hich &as practicedin the ancient .gypt"

    In this .gyptian (ethod thepylons &ere lifted slo&ly usinga hydraulic (achine"

    As they &ere being lifted they&ere also (ade to pivot by t&ote(porary steel to&ers@both of

    the( secured by a cable"

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    Connection bet&een pylon@ dec% and thepierAn inverted 7shape has beenadopted for thepylons@&hich are(etal@and &hich areoriented

    longitudinally ase?tensions of thesplit shafts of thepiers"

    This arrange(ent

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    ATTAC0M.+T ,!

    CA2L.*

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    3ith all seven pylons in place it&as ti(e to attach the cables staysthat &ould straighten the ripplingdec% and give it the strength toendure the tra'c load"

    The road&ay &eighs over ;6666tonnes and the #:; cable staysshould prevent it fro( sagging or

    collapsing"These cable stays are (ade of #individual steel strands and have

    brea%ing strength of $:666 tonnes"

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    SURFACE

    To allo& for defor(ations of the (etal dec% under

    ra'c@ a special surface of (odi

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    3I+D*C..+

    A i h d i lf

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    An issue that presented itselfafter the bridge &as co(pleted&as the fact that the &ind speed

    at the level of the bridge &asFupto #:# %(GhrH@&hich issigni

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    /ADI+/ ,!MAT.IAL*

    The dec% and thepylons@entirely of (etal@are(ade of steel of grade *4::and *;56"

    The piers are constructed in256 concrete"This concrete &as chosen

    (ore for its durability than for

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    .!..+C.*&&&"leviaducde(illau"co(3i%ipediaCnrs("creteil"iuf("fr&&&"enerpac"co(Ght(lG)roectsGMilla

    uGMillauKLaunchingK*yste(s"ht(l&&&"fosterandpertners"co(GproectsG

    (illau-viaductMegastructures-Millau viaduct national geographic"/oogle i(ages

    http://www.leviaducdemillau.com/http://www.enerpac.com/html/Projects/Millau/Millau_Launching_Systems.htmlhttp://www.enerpac.com/html/Projects/Millau/Millau_Launching_Systems.htmlhttp://www.fosterandpertners.com/projects/millau-viaducthttp://www.fosterandpertners.com/projects/millau-viaducthttp://www.fosterandpertners.com/projects/millau-viaducthttp://www.fosterandpertners.com/projects/millau-viaducthttp://www.enerpac.com/html/Projects/Millau/Millau_Launching_Systems.htmlhttp://www.enerpac.com/html/Projects/Millau/Millau_Launching_Systems.htmlhttp://www.leviaducdemillau.com/