FLEETGUARD FACTORY: Richard Rogers Partnership

Ga Ram ChaMin Hee LeeSeon wook Park

TheArchitect FLEETGUARDFACTORY:RichardRogersPartnership

RichardRogers

Team4

Richard+SuRogers

Piano+Rogers

RichardRogersPartnership

Introduction FLEETGUARDFACTORY:RichardRogersPartnershipLocation Quimper,Brittany,France

SiteAreas 8,750+30,000Sqm

Type Industrial

BuildingScope 1Floor(MezzanineLevel)

TheArchitect RichardRogersPartnership

Structure Steel

Dates 1979 1981

Awards AwardsConstructaPreisforOverallExcellenceintheFieldofArchitecture1986 ConcoursdePlusBeauxOuvragesdeConstructionMetallique1982 PremierAwardforExceptionalSteelStructure,France1982

Background FLEETGUARDFACTORY:RichardRogersPartnership

Site Newlydesignedindustrialzone NeartownofQuimperinBrittany

Background FLEETGUARDFACTORY:RichardRogersPartnership DesignConcept

Minimisingintrusiononthelandscape

Dynamicsuspensionstructure

Externalstructurefrees

Interiorroofzoneforflexibleservicesdistribution

Architecture FLEETGUARDFACTORY:RichardRogersPartnership Plan/Section

AssemblyElements FLEETGUARDFACTORY:RichardRogersPartnership

AssemblyProcess

ColumnandBeamsystem

Trussessystemforlateralstability

Cablesystemtoincreasebeamspan

Trussessystemforlateralstability

AssemblyElements FLEETGUARDFACTORY:RichardRogersPartnership Viewoftherooftopmasts

Suspensionrod

Detaildrawingsofthemast

Detailofmastconnections

Details FLEETGUARDFACTORY:RichardRogersPartnershipDetailofPinnedconnection

Baseplateonfooting&powerfloatedslab

Wallsection

Details FLEETGUARDFACTORY:RichardRogersPartnership

Tubularsteelhangerandsuspensionrods

Detailofmastconnections

Columnheaddetailshowingforkedendmildsteelsuspensionrods

StructuralSystem FLEETGUARDFACTORY:RichardRogersPartnership

VerticalLoading

1.Pointloadappliedtoroof2.Centralbeambendsinverticalplan3.Surroundingbeambendsinhorizontalplan4.Steelcolumnstransferloadtofootings5.Tensioncablesserveassecondaryloadcarrier

StructuralSystem FLEETGUARDFACTORY:RichardRogersPartnership

Lateralwindloading

1.Lateralwindloadhitssurroundingframe2.Loadresistsbycentralbeamincompression

3.Surroundingbeamsinbending4.Lateralforcestransfertofootingthroughtriangulation5.Secondarystructuralelements

Multiframe4D FLEETGUARDFACTORY:RichardRogersPartnership

3Dframecopy

Shearforce Axialforce

Deflection Bendingmoment

AssemblyElements FLEETGUARDFACTORY:RichardRogersPartnership Viewoftherooftopmasts

Sideviewofthebuilding

Elevationdetaildrawing

Modelofonestructuralbay

Conclusion FLEETGUARDFACTORY:RichardRogersPartnership

Reference http://www.richardrogers.co.uk/render.aspx?siteID=1&navIDs=1,4,23,470 http://courses.arch.hku.hk/precedent/1997/pre08/public_html/ RichardRogers+Architects,AcademyEditions.London RichardRogersteam4Richard+SuRogers,Piano+Rogers,RichardRogersPartnership/completeWorks/volumeone/KennethPowell RichardRogers19781988/a+U Mutiframe4D,AcademicVersion

Thebuildingissupportedbycolumn,beamandcablestructure. Verticalload:Beamandcolumn+cablestructure. Lateralload:Truss+beamandcolumn Itshowsthearchitectsstyleandclearcablestructure. Minimalization