DANSK BRODAG 2013 Kyssebroen Ny bro over Inderhavnen
DANSK BRODAG 2013 "Kyssebroen" Ny bro over Inderhavnen i København Ian Firth Flint & Neill 9 April 2013 1 OCTOBER 26, 2021
Introduction 2 OCTOBER 26, 2021
Bridge Location 3 Inner Harbour Bridge 26 OCTOBER 2021 Canal Bridges
Who's who CLIENT Københavns Kommune (Teknik- og Miljøforvaltningen) CONTRACTORS DESIGN TEAM Flint & Neill Lead Designer Studio Bednarski Architect COWI Geotechnical, Environmental, Marine, Project Support Hardesty & Hanover Mechanical & Electrical Speirs & Major 4 OCTOBER 26, 2021 Lighting Design Pihl • Tadarsa (Spain) Steelwork • SH Group Mechanical works
The Site 5 26 OCTOBER 2021
The Brief • 7 m wide (4 m cycles, 3 m pedestrians) • 20 m x 5. 4 m clear navigation envelope when bridge closed • 45 m wide navigation channel (infinite height) when open • Max 4% gradient (max 4. 5% permitted on short ramps) • Stringent pedestrian dynamic response criteria • Service vehicle loads in addition to pedestrian loading • Ice and vessel impact loading on piers • Allowance for future sea level rise 6 26 OCTOBER 2021
Concept 7 OCTOBER 26, 2021
Bridge Closed 8
Bridge Open 9
Plan, Bridge Open and Closed 10
Bridge concept 11
Bridge concept 12 26 OCTOBER 2021
Bridge concept 13 26 OCTOBER 2021
General Cross Section 14
Long Section, Bridge Closed and Open 15
Long Section, Bridge Closed and Open Rear Support Bogies Nose pins Front Roller Support Rear Support Bogies Front Roller Support 16
Model at Danish Architecture Centre 17 OCTOBER 26, 2021
Model at Danish Architecture Centre 18 OCTOBER 26, 2021
Model at Danish Architecture Centre 19 OCTOBER 26, 2021
Model at Danish Architecture Centre 20 OCTOBER 26, 2021
Operation 21 OCTOBER 26, 2021
Model at DAC model video 22 OCTOBER 26, 2021
Operating System 23 26 OCTOBER 2021
Bridge Operation (competition stage) 24
Principal Machinery Components REAR SUPPORT BOGIES FRONT ROLLER SUPPORT RISING GATE OPERATING MACHINERY DEFLECTOR SHEAVES 25 26 OCTOBER 2021 NOSE PINS SPAN LOCK
Principal Machinery Components REAR SUPPORT BOGIES FRONT ROLLER SUPPORT RISING GATE OPERATING MACHINERY DEFLECTOR SHEAVES 26 26 OCTOBER 2021 NOSE PINS SPAN LOCK
Principal Machinery Components REAR SUPPORT BOGIES FRONT ROLLER SUPPORT RISING GATE OPERATING MACHINERY DEFLECTOR SHEAVES 27 26 OCTOBER 2021 NOSE PINS SPAN LOCK
Principal Machinery Components REAR SUPPORT BOGIES FRONT ROLLER RISING GATE OPERATING MACHINERY DEFLECTOR SHEAVES 28 26 OCTOBER 2021 NOSE PINS SPAN LOCK
Principal Machinery Components REAR SUPPORT BOGIES FRONT ROLLER RISING GATE OPERATING MACHINERY DEFLECTOR SHEAVES 29 26 OCTOBER 2021 NOSE PINS SPAN LOCK
Segregated pedestrians and cyclists Cycles Pedestrians 30 Transition Zone Cycles Pedestrians
West abutment Cycles Pedestrians 31 OCTOBER 26, 2021
East abutment Cycles Pedestrians 32 OCTOBER 26, 2021
Transition Zone 33 26 OCTOBER 2021
Cycling Test for Transition Geometry Cycle Test at Carlsberg Factory March 2010 34 26 OCTOBER 2021
Fixed concrete spans 35 OCTOBER 26, 2021
Fixed concrete spans – key features • Reinforced concrete, no pre-stressing • Curved alignment: S-shape on plan • Permanent formwork for top slab (cast last) • Deck boxes contain drive cables and sheaves • Pre-cambered geometry allows for added weight of steel • Particular need to control construction tolerances because of steel spans resting between. 36 26 OCTOBER 2021
Typical Section Through Concrete Box 37
Concrete sample panel 38 OCTOBER 26, 2021
Concrete sample panel 39 OCTOBER 26, 2021
Concrete bridge construction 40 OCTOBER 26, 2021
Concrete bridge construction 41 OCTOBER 26, 2021
Concrete bridge construction 42 OCTOBER 26, 2021
Concrete bridge construction 43 OCTOBER 26, 2021
Concrete bridge construction 44 OCTOBER 26, 2021
Concrete bridge construction 45 OCTOBER 26, 2021
Moving steel spans 46 OCTOBER 26, 2021
Moving steel girders – key features • Fabricated steel box with complex geometry • Curved on plan and elevation • Constantly varying cross section • Inner web faceted triangular plates • Internal tuned mass dampers • Painted exterior; dehumidified interior 47 26 OCTOBER 2021
Steel girder, principal structural elements Upstand Bottom Chord Diaphragm/Ring Frame Track 4 Inclined Webs 48 26 OCTOBER 2021
3 -D model of steel spans Elevation Isometric 49
Plan on west steel span 50 OCTOBER 26, 2021
Steel girder typical section Outer web 51 Bottom chord 26 OCTOBER 2021 Inner webs Outer web
Steel girder typical section 52 26 OCTOBER 2021
Front Roller Support 53 OCTOBER 26, 2021
Section at front roller support position 54 26 OCTOBER 2021
Plan section at front roller platform Inspection platform towards abutment 55 OCTOBER 26, 2021 STRUT Centre of front roller support towards midspan
Steel girder typical sections 56 26 OCTOBER 2021
Steel girder typical sections 57 26 OCTOBER 2021
Steel girder typical sections 58 26 OCTOBER 2021
Steel girder typical sections 59 26 OCTOBER 2021
Steel girder typical sections 60 26 OCTOBER 2021
Steel girder typical sections 61 26 OCTOBER 2021
Steel girder typical sections 62 26 OCTOBER 2021
Inner webs of steel girder Structural faceted web formed from folded panels 63 26 OCTOBER 2021
Steel fabrication, March 2013 64 OCTOBER 26, 2021
Steel fabrication, March 2013 65 OCTOBER 26, 2021
Steel fabrication, March 2013 66 OCTOBER 26, 2021
Steel fabrication, March 2013 67 OCTOBER 26, 2021
Steel fabrication, March 2013 68 OCTOBER 26, 2021
Parapets 69 OCTOBER 26, 2021
Havnegade approach 70
Parapets 71
Parapets etc. 72
Parapets fabrication, March 2013 73 OCTOBER 26, 2021
Parapets fabrication, March 2013 74 OCTOBER 26, 2021
Model at Danish Architecture Centre 75 OCTOBER 26, 2021
Progress March 2013 76 OCTOBER 26, 2021
Progress on site, March 2013 77 OCTOBER 26, 2021
Progress on site, March 2013 78 OCTOBER 26, 2021
Progress on site, March 2013 79 OCTOBER 26, 2021
Progress on site, March 2013 80 OCTOBER 26, 2021
Progress on site, March 2013 81 OCTOBER 26, 2021
Progress of steel fabrication, March 2013 82 OCTOBER 26, 2021
Thank you 83
- Slides: 83