15 l6 floors

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1 architectural construction one Week 6 Lecture 6 2015 FLOORS Staging Experiences Floor systems are the horizontal planes that must support both the dead and live loads. Floor systems must transfer their loads horizontally to either beams and columns or loadbearing walls or beams and hangers. Floor system will consists of the following: Plane Horizontal supports Finishes, Insulation, Damp Proofing

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  • 1architectural construction oneWeek 6 Lecture 6 2015

    FLOORSStaging Experiences

    Floor systems are the horizontal planes that must support both the dead and live loads.

    Floor systems must transfer their loads yhorizontally to either beams and columns or loadbearing walls or beams and hangers.

    Floor system will consists of the following:

    Plane Horizontal supports Finishes, Insulation, Damp Proofing

  • 2JacobsenLe Corbusier

    EamesAarnioKelsyus

    Concepts of Floor Support System

  • 3Century TowerFoster & Partners

    Functions of floor slab

    Transmit loadings

    Diaphragm resisting lateral force

    Horizontal fire compartments

    Sound insulation against airborne noise & footsteps

    I l ti Insulation

    Damp proofing

    Others..

  • 4Lecture outline

    Basic Floor Systems

    Types of Floor ConstructionTimber, Steel, Concrete

    Rethinking the Floor

    Types of Floor Support System

    Solid Floor Suspended Floor

  • 5Hardcore Sand Blinding Laying of DPM

    Insulation (Temperate) Cast Concrete Slab

    Construction of a Solid Ground Slab

  • 6Bitumen based Damp Proof Membrane

  • 7

  • 8

  • 9High density polyethylene membrane as protective layer over waterproofing

    C t d E th FlCompacted Earth Floor

  • 10

    Emergency Shelters, Bhuj, IndiaShigeru Ban

  • 11

  • 12

    Sarimbun Scout CampAkitek Tenggara

  • 13

    Suspended Timber FloorSolid Reinforced Concrete Ground Floor

  • 14

    Emerald Hill ShophouseWilliam Lim Architects

    Solid Ground Floor Slab

  • 15

  • 16

    600mm

    Fixing Boards on Joist

  • 17

    Interfacing of Floor and Wall

    Fixing Timber onto Concrete or Brickwork

    Resin Anchor Bolt Expansion Bolt

  • 18

    Yellow Tree House RestaurantAuckland, New Zealand

    Peter Eising & Lucy Gauntlett

  • 19

  • 20

  • 21

  • 22

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    TimberJoistWidth 50

    200 -300 2000 - 6000 12 - 20

    Width 50mm

    RC beam 400 -700 5000 - 15000 14 - 20

    Hot rolledUniversal beam

    200 - 500 6000 30000 15 - 20

    Steel lattice truss

    1000 - 4000 12000 45000 8 - 15

    Estimating Beam DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon

  • 23

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    Plywood floor deck

    12 - 30 300 - 900 30 - 40

    T&G Timber floor board

    16 - 25 600 - 800 25 - 35

    RC SlabOne way span

    100 - 250 2000 - 7000 22 - 32

    Composite slab

    100 - 200 2000 - 4000 25 - 30

    Estimating Slab DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon

  • 24

  • 25

  • 26

    Visitor Centre at TanarimbaNgan Ching Woo

  • 27

    Suspended Timber Floor

    Keldy Castle Forest CabinCropton, Yorkshire, England Hird & Brooks Architects

  • 28

  • 29

    Cocoon HousePaul Rudolph

  • 30

  • 31

    Westminster LodgeEdward Cullinan

  • 32

  • 33

    Steel Connection

    Welding Welding

    Bolts

    Plates / Angles

    Connectors

  • 34

    Beam to BeamBeam to ColumnConnections

    Welded nodal connector at Swiss Re by Foster & Partners

  • 35

    c. Composite floors with steel decking

    Steel decking as reinforcement for concrete slab Mesh as anti-shrinkage cracks measure Bond between concrete, decking and beam Fire-engineering or add on fire protection Slab act as horizontal diaphragm

    Steel Deck Floor will consist of the following:

    Steel profile deck, galvanised reinforcement or formwork or bothConcrete floor slab, rigidity, sound insulation, fire protectionWire mesh reinforcement or prevention of cracking or bothShear Stud - bonding between slab & beam

    Concrete

    Wire mesh

    Steel deck

    Shear stud

  • 36

    Primary beam

    Secondary beam

    9 m

    3m 3m

    Steel decking with 3m span unpropped

  • 37

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    TimberJoistWidth 50

    200 -300 2000 - 6000 12 - 20

    Width 50mm

    RC beam 400 -700 5000 - 15000 14 - 20

    Hot rolledUniversal beam

    200 - 500 6000 30000 15 - 20

    Steel lattice truss

    1000 - 4000 12000 45000 8 - 15

    Estimating Beam DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    Plywood floor deck

    12 - 30 300 - 900 30 - 40

    T&G Timber floor board

    16 - 25 600 - 800 25 - 35

    RC SlabOne way span

    100 - 250 2000 - 7000 22 - 32

    Composite slab

    100 - 200 2000 - 4000 25 - 30

    Estimating Slab DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon

  • 38

    Composite Floor with Steel BeamsP t RC Fl ith St l BPrecast RC Floor with Steel Beams

    Schulitz HouseBeverly Hills, California

    H.C. Schulitz

  • 39

  • 40

    Farnsworth HouseMies van der Rohe

  • 41

  • 42

  • 43

    Redefining & Rethinking the Floor

    Community Bridge over Yilan River, TaiwanHuang Sheng YuanField Office

  • 44

  • 45

  • 46

    Sunken SeatsMontessori School, Delft

    Herman HertzbergerHerman Hertzberger

    Suitcase HouseGary Chang

  • 47

  • 48

  • 49

  • 50

    RomanUnder floor Heating

    Radiant Floor Heating and Cooling

  • 51

    Floor meeting Column

    Willemspark SchoolHerman Hertzberger

    Hedmark Cathedral Museum Hamar, NorwaySvere Fehn

  • 52

    Paving at Philopapou HillAthensDimitris Pikionis

    We rejoice in the progress of our body across the uneven surface of the earth and our spirit is gladdened by the endless interplay of the three dimensions that we encounter with every step.

    Dimitris Pikionis

  • 53

    Slow downglass floor aheadHerman Hertzberger Aerdenhout School

    Maritime Youth HouseCopenhagen, Denmark

    Bjarke Ingels Group

  • 54

  • 55

  • 56

    Henderson Wave BridgeRSP Architects

    All Glass FootbridgeRotterdam, Holland

    Dirk Jan Postel

    Span 3mFloor plate thickness 15 mmLaminated glassSide walls thickness 10mmSide walls thickness 10mmDoubled glazed6mm tempered glass

  • 57

    Ching D.K. Francis, 2001. Building Construction Illustrated 3rd Edition, John Wiley & Sons, Inc.Chapter 4

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    TimberJoistWidth 50

    200 -300 2000 - 6000 12 - 20

    Width 50mm

    RC beam 400 -700 5000 - 15000 14 - 20

    Hot rolledUniversal beam

    200 - 500 6000 30000 15 - 20

    Steel lattice truss

    1000 - 4000 12000 45000 8 - 15

    Estimating Beam DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon

  • 58

    Element Typical Depthd mm

    Typical SpanL mm

    Typical Span depth ratioL /d

    Plywood floor deck

    12 - 30 300 - 900 30 - 40

    T&G Timber floor board

    16 - 25 600 - 800 25 - 35

    RC SlabOne way span

    100 - 250 2000 - 7000 22 - 32

    Composite slab

    100 - 200 2000 - 4000 25 - 30

    Estimating Slab DepthRef: Orton, Andrew. 1994. The Way we Build Now. E & FN Spon