steel pile application for maritime

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Current Topic of Steel Piles for Marine Structures Osamu KIYOMIYA Prof. Waseda University,Tokyo Topics Outline of steel pile Application for marine Structures Tokyo International Offshore Airport Tokyo Port Bay ridge

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  • Current Topic of Steel Piles for Marine Structures

    Osamu KIYOMIYAProf. Waseda University,Tokyo

    TopicsOutline of steel pileApplication for marine StructuresTokyo International Offshore AirportTokyo Port Bay ridge

  • Domestic demand for Steel pipe piles

    0. 6million tf/year

    500600700

    1000

    0100200300400500

    Year

    00 01 02 03 04 05 06 07Port&Harbor

  • Application fields of steel piles

  • Diameter & length of piles

  • Fabricapable dimension of piles for SKK490

    Thickness(mm)

    Diameter(mm)

  • Fabrication methods of spiral pipe

  • UOE pipe by press & welding

    U letter press O letter press

  • Pile jointsfor vertical direction

  • Mortal injection for joint partfor water tightness & strength

  • Welding joint for horizontal direction

  • Mechanical joint for horizontal direction

  • Pile driving method(vibro & hammer)

    Vibrotary pile driver :Low noise driven by hydraulic, diesel hammer & drop

  • Installation method by center bored

    Cemented soil at toe

  • Screw pile rotated method

    125 years ago: pier foundation today: application for various foundations

  • Types of marine structure

    Pile foundation

    PierBridge foundationSea berthJacket type revetment, breakwater

    Gravity type Break water caissonGravity type Break water caissonRevetment

    Floating type PontoonFloating bridgeFloating break water

    Embedded type

    Undersea tunnelPipeline

  • Steel port facilitiessheet pile revetment

    Self-supporting type steel sheet pile revetment

    Sheet pile revetment with batter anchor pile

    Anchorage type revetment

  • Wharf with piles

    Wharf with Batter PilesWharf with Vertical Piles

  • Container berth at Tokyo Bay

  • Construction of jacket type pier

  • stainless steel protection for corrosion

    0.4-1.5mmYUS

  • Sea Berth

    Pile structure

  • Curtain type breakwater

  • Breakwater with slant panel type

  • Curtain type breakwater

  • Tokyo International Airport

  • D-runway is under construction

  • Construction of pier part

    in May 2008

    In

  • Pier structure (Jacket)

    Slab

    Pile

    Jacket

    Area 50 ha:198units ,weight 1300tf,maximum thickness 75mm

  • Specification and Steel Volume

    Specification Volume

    Jackets 45mx63mx32m(height) 198 unitsSteel girders BH2500,BH2000,BH700 160,000tfSteel girders BH2500,BH2000,BH700 160,000tfSubstructureLeg

    16001960Brace7001422

    490,000tf

    Foundation pile

    16001422.5 x8590m1320.

    81,165 piles90,000tf

  • Assembly of a jacket unit

    Fabrication accuracy 15-20mm

  • Design model of jacket for 9unitsordinary condition by F.E.M.

  • Design model of stress concentration at a pile head for temperature change

    Stress distribution75mm maximum thickness

  • Vibro-hammer and 1600tf pile-drive berge

    Work accuracy 100mm: Laser distance meter

  • Installation of a jacket to piles

    Crane is re-built for airplane flight limitation

  • Installation of jackets

  • Piles covered stainless steel

    =0.4mm for 100years

  • Joint part between pier and reclamation by steel sheet piles

  • Double steel sheet pile wall

  • Steel pipe driving work

  • Construction of revetment

  • Corrosion protection of steel for a designed 100-year service life

    Slab1a titanium cover plate system for girder2a dehumidifier system for the enclosed

    girder-inside sectiongirder-inside sectionPile3 seawater-resistant stainless steel

    sheathing for pile in air cathodic protection for pile in water

  • a dehumidifier system for the enclosed girder-inside section

    Titanium protection panelcirculation fans, air-supply ducts,Allowable humidity is within 50%

  • Construction of PC slabs

  • Tokyo Port Bay Bridge (tentative name)

  • Construction site

    3rd navigation channel

    Waste reclaimed land

    Man-made island

    channel

  • Determination of bridge scale

    Total length :1618m

  • Characteristics of foundation design

    Steel pipe sheet pile foundation

    Large diameter of 1500mm,

    Shearing resistance of pile vertical joint

    Thick soft layer to about -80m

  • Purpose of field test To know bearing & friction force with 1500mm

    pile with open end for gravel layer & hard sand soil

    To compare with design value & to modify it

  • Field investigation of pile bearing capacity for large diameter pile

  • Static axial compressive loading test

    Hydraulic jack

  • Impact (rapid) loading test

    Counter weightabsorber

    pile

    Gas expansionstone

  • Steel pipe sheet pile foundationPier

  • Pile driving by hammer

  • Inside excavation

  • Main pier on the foundation

  • Summary for steel pipe for marine structures

    1.High strength for earthquake resistance 2.Excellent workability3.Rapid construction term3.Rapid construction term4.Large bearing capacity & horizontal reaction5.Advanced anticorrosion technology