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Construction of Samuel Beckett Bridge Dublin - Ireland03 December 2009Guus Olierook
Presentation Samuel Beckett Bridge projectPresentation content Characteristics of the bridge Project Organisation Hollandia Scope of Works Engineering Construction of bridge sections Assembly of bridge on the quay Transport to Dublin Erection works on site in Dublin
Characteristics of bridge- Cable-stayed swing bridge
Characteristics of bridgeCable-stayed swing bridge Design by Santiago Calatrava Turning machinery: 5 lift cylinders and 2 turn cylinders Length: 123 m, Width: 28 m, Height: 45 m Weight of Steelconstruction: 2350 ton Plates for Pyloon are 120 mm thick Pivotpoint out of centre: 31 m and 92 m Ballastweight 2800 ton (600 ton steel & 2200 ton concrete) 6 back stay cables of 145 mm diameter 25 fore stay cables of 60 mm diameter Location of bridge in center of Dublin across the River Liffey Order value for Hollandia: Eur 24.500.000,-
Project OrganisationDublin City Council (Client) Contractors combination Hollandia & GrahamArchitect - Calatrava Inspectors - F&N Contract mngt - ROD
Projectmanager Hollandia Steelworks
Projectmanager Graham Civilworks
Project Engineer
Work Preperator
Project Buyer
Fabricatio n Manager
Quality inspector
Site Manage r
Hollandia Scope of WorksScope of Works split between Hollandia and Graham
Hollandia Scope of WorksProgram of the works Engineering Procurement Construction Assembly Transport and Erection2007 2008 2009
Engineering Fabrication drawings800 fabrication drawings
3D computer model
Engineering Fabrication drawings Design Turning machinery Lift and Turning system
Engineering Fabrication drawings Design Turning machinery Lift and Turning system
Engineering Fabrication drawings Design Turning machinery Lift and Turning system Locking pins Expansion joints Traffic barriers
Electric systeem Hydraulic systeem
Engineering Fabrication drawings Design Turning machinery Lift and Turning system Locking pins Expansion joints Traffic barriers
Electric systeem Hydraulic systeem
Erection methods and Erection calculations
Procurement Steel - Arcelor en Dillinger Cable stays - Bridon Hydraulic systeem - Hycom Electric systeem - Huisman Corrosion protection - GSB Transport - ALE Heavylift
Construction of bridge sections Bridge deck 8 7 6 5 4 3 2 1 S355J2+N 10 mm upto 60 mm
Construction of bridge sections Bridge deck PylonB A Base D C Pylon tip: S690T 180 mm
Section B
S355ML 120 mm
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism
S355ML 120 mm
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism Locking pins
S690QL 90 mm
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism Locking pins Expansion joints
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism Locking pins Expansion joints Traffic barriers
Construction of bridge sections Bridge deck Pyloon Turning machinery Lift and turn mechanism Locking pins Expansion joints Traffic barriers
Assembly of bridge
Assembly of bridge15 October 2008
Assembly of bridge
Assembly of bridge
Assembly of bridge
Assembly of bridge
Assembly of bridge
Assembly of bridge
Bridge Load-out Preparation load-out
Bridge Load-out Preparation load-out
Bridge Load-out Load-out at Hollandia
Bridge Load-out Load-out at Hollandia Seafastening on barge
Transport to Dublin Pass bridges in Rotterdam2350 ton steelconstruction 160 ton equipment 250 ton ballast in bridge 2760 ton total weight
Transport to Dublin Pass bridges in Rotterdam2250 ton staalconstructie 160 ton equipment 225 ton ballast in brug 2635 ton totaal gewicht
Transport to Dublin Pass bridges in Rotterdam Transport across the sea
Transport to Dublin Arrival in Dublin Pass East Link bridge
Transport to Dublin Arrival in Dublin Pass East Link bridge Mooring along quay
Transport to Dublin Arrival in Dublin Pass East Link bridge Mooring along quay
Erection Position central pipe into concrete pier
Erection Position central pipe into concrete pier
Erection Position central pipe into concrete pier Ballasting bridge
1575 ton ballast added (steel blocks & heavyweight concrete)
2
1
Erection Position central pipe into concrete pier Ballasting brug Skidding bridge
1575 ton ballast toevoegen (staal broodjes & beton)
Erection Position central pipe into concrete pier Ballasting brug Skidding bridge Position bridge on concrete pier
Erection Position central pipe into concrete pier Ballasting bridge Skidding bridge Position bridge on concrete pier Welding bridge to central pipe Connect Turning cylinders
Erection Close Bridge first time on 18 June 2009 Remaining ballast in bridge (1000 ton) beginning July 2009 Concrete and Asphalt on deck (Aug and Sept 2009) Final tensioning Cable stays beginning October 2009 Commisioning Hydraulic en Electric Systeem Handover bridge to client on 30 November 2009
Questions?