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    The Shard: structural engineerin

    Stlbyggnadsdagen 2012

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    Height:

    Storeys:

    Client:

    Architect:

    Structural engineer:

    Services engineer:

    Project manager:

    Cost consultant:

    Main contractor:

    Piling:

    Steel:

    Concrete:

    72

    Sellar Prop

    on behalf of LB

    Renzo Piano Building WorkAdamson Assoc

    WSP G

    Turner + Town

    Davis Lan

    Stent Founda

    Severfield

    Byrne Bro

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    4/119dom Tower 541m Eiffel Tower 324m Shard at London Bridge 306m One Canada Square

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    ross internal area: 127,000 m

    2

    et internal area: 85,000 m2

    Residential: 5,800 m2

    Hotel: 17,800 m2

    Offices: 55,200 m2

    Retail 5,600 m2

    olume of concrete: 54,000 m3

    eight of steel: 11,000 tons

    ifts: 44

    rea of faade: 56,000 m2

    opulation 8,000

    ar parking spaces: 48

    1,367,000 sq915,000 sq

    62,000 sq

    192,000 sq594,000 sq

    61,000 sq

    22 Olympic swimming poo

    8 football pitch

    Burnham-on-Crou

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    Spire

    Viewing Gallery

    Apartments

    Hotel

    Restaurants

    Offices

    Offices

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    Offices

    L07 2,900 m

    L28 1,350m2

    Restaurants

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    Restaurants

    L31 1,200m2

    Hotel

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    Hotel

    L37 1,000m2

    L50 670m2

    Apartments

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    Apartments

    L53 600m2

    L65 270m2

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    C of G

    rectilinear tower

    C of G

    Shard

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    shard 1

    shard 18

    mini backpack(to L20)

    backpack (to L

    main core

    backpack core

    winter garden

    wing wall

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    Top of raft slab River terrace grav-9m

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    Main bearing

    piles

    1500-1800 dia

    Secant pile wall

    male pile

    1000 dia

    ecant pile wall

    female pile960 dia

    Top of raft slab

    -13.4m

    Thanet sand

    Chalk

    Lambeth group

    London clay

    River terrace grav

    -59m/-65m

    -45m/-51m

    -30m/-35m

    -9m

    TOE LEVEL

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    15 total stat

    ~ 900 monitoring ta

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    p down 1: secant piled wall

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    p down 2: bearing piles and plunge columns

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    p down 3: L00 slab; excavation to B2

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    p down 4: core slipform set up at B2

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    p down 5: core slipform started; excavation to B3

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    p down 6: first hold point L00 and B2 slabs connected

    Faade

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    p down 7: second hold point full depth excavation

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    p down 8: B3 slab cast; core walls completed

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    14.

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    14.

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    14.

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    L09

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    L23

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    L45

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    63

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    Efficient use of materials

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    GGBS in concrete (70% in B3 slab saved700 tons of cement)

    Public transport hub

    Mixed use building

    Combined heat, cooling and power

    Faade and automatic blinds

    BREEAM brown roof

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    Spire

    Vi i G ll

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    Viewing Gallery

    Apartments

    Hotel

    Restaurants

    Offices

    Backpack

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