Design of Footbridges Dutch solutions for bicycle and pedestrian bridges
Adriaan Kok • ipv Delft & The Netherlands ipv Delft creative engineers • Dutch Design Manual for Footbridges mail: [email protected] • Dutch Regulations for Footbridges website: ipvdelft.nl or ipvdelft.com • Dutch Design drivers & solutions
8th Australian Small Bridges Conference • Lessons Learned 27-28 Nov 2017, Surfers Paradise Australia bridges ipv Delft • infrastructure • urban furniture • architecture • lighting footbridge footbridge aquaduct
bench footbridge footbridge tunnel
canopy footbridge lamp shade bicycle parking bridges ipv Delft • Footbridges CROW publication 342 Summary CROW publication 342 Dutch, by ipv Delft English, by ipv Delft BRIEF DUTCH DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES
BRIEF DUTCH
BRIEF DUTCH DESIGN MANUAL DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES FOR BICYCLE
As one of the Netherland’s main bridge design offices, ipv Delft has focused on designing bicycle and pedestrian bridges for two decades. The company has used AND PEDESTRIAN their extensive experience in bridge design to write this publication. This design manual focuses on the fundamentals of bridge design, answering practical questions regardign issues such as bridge width and slopes. It also lists the things that should BRIDGES by ipv Delft be taken into account before starting on the actual design and it offers insight in the Dutch regulations regarding loads and collision forces. General advice on cost re- duction is also included and several of the company’s projects are shown to illustrate the theoretical contents. The Brief Dutch Design Manual for Bicycle and Pedestrian Bridges therefore is a vital source of both practical information and bridge design inspiration.
This publication is an English summary of the Dutch Design Manual for Bicycle and Pedestrian Bridges, which was published by CROW in 2014 and written by ipv Delft.
www.ipvdelft.com www.crow.nl
ipv Delft creative engineers +31 15 750 25 75 [email protected]
in cooperation with Free Download: ipvdelft.com / publications
Dutch Design Manual Structure: Follows the Development Process
Traffic Network Analysis of Context Requirements Users
Design Checklist
Alignment Design Bridge Design Development Budget
Dutch Design Manual Structure: Follows the Development Process
Traffic Network Why Analysis of Context Requirements Users For Whom
Design Checklist
Alignment Design Bridge Design Development Budget What
Dutch Design Manual Intended Users: All involved disciplines & stakeholders
• Management • Urban Planning • Architects BRIEF DUTCH DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES
• Structural engineering BRIEF DUTCH
BRIEF DUTCH DESIGN MANUAL DESIGN MANUAL • Traffic engineering FOR BICYCLE AND PEDESTRIAN BRIDGES FOR BICYCLE
As one of the Netherland’s main bridge design offices, ipv Delft has focused on designing bicycle and pedestrian bridges for two decades. The company has used AND PEDESTRIAN their extensive experience in bridge design to write this publication. This design manual focuses on the fundamentals of bridge design, answering practical questions • Maintenance regardign issues such as bridge width and slopes. It also lists the things that should BRIDGES by ipv Delft be taken into account before starting on the actual design and it offers insight in the Dutch regulations regarding loads and collision forces. General advice on cost re- duction is also included and several of the company’s projects are shown to illustrate the theoretical contents. The Brief Dutch Design Manual for Bicycle and Pedestrian Bridges therefore is a vital source of both practical information and bridge design • Contractors inspiration. This publication is an English summary of the Dutch Design Manual for Bicycle and Pedestrian Bridges, which was published by CROW in 2014 and written by ipv Delft.
www.ipvdelft.com • Advocates www.crow.nl ipv Delft creative engineers +31 15 750 25 75 [email protected] • Local stakeholders
in cooperation with
Dutch Design Manual Intended Goal: Create Understanding Between representatives of Technical & Social requirements
City Officials (social)
we should
we try !
we try Design(er) do ! (technical) (social) (City) Citizens Engineers Advocates can’t we ? we try (technical) (social)
Dutch Design Manual Involvement of disciplines & stakeholders: De-Siloing the Process Analysis of Requirements Design Development Client Network Context Users Checklist Alignment Design Management Engineering Traffic Urban planning Lighting Maintenance Consultants Engineer Architect Subsoil Local Businesses Citizens Advocates Contractor
Dutch Design Manual Structure: Follows the Development Process
Traffic Network Analysis of Context Requirements Users
Design Checklist
Alignment Design Bridge Design Development Budget
Dutch Design Manual The Netherlands UK Germany
France
Italy
Spain
Context (international) The Netherlands in Europe The Netherlands Australia 17 mln inhabitants 23.4 mln inhabitants
Context (international) The Netherlands compared to Australia Sydney
307 km Amsterdam
Rotterdam 60 km 240 km
Canberra Germany Belgium
Context (national) The Netherlands compared to Sydney - Canberra Region Sydney
Amsterdam
Rotterdam
Canberra
Meuse Rhine
Network (national) Dutch network compared to Sydney - Canberra Region Network (national) transport over water and road Network (international) The Netherlands, a hub for Europe Foundation Piles almost always required - 4 m + 8 m
- 7 m + 10 m 10 - 20 m
• Marshy River Delta peat, clay & sand + 322 m 26% below sea level
Context (national) ground level and subsurface conditions 1995 flood
Flood Risk Areas 26% below sea level 29% above sea level risk of flooding by river Context (national) flooding risk - 15 ºC in Winter + 35 ºC in Summer
Context (national) 50 ºC temperature difference Natural Constraints Exploring the world
Limited Resources Open to new ideas
Context (national) resourcefull by constraints Travel Time bike & car equal up to 7.5 km
15 km
Beach 7.5 km
Amsterdam
Airport
Network (regional) travel time in dense populated areas 8 mln people with all needs within cycling distance
Amsterdam
Rotterdam
Eindhoven
Network (national) travel time in dense populated areas Dutch King
• 18 million bikes
• > 14 million trips / day
• 35.000 km bike path
• 2500 km highway • 8 million cars
Network (national) Cycling Facts Network (national) need for a lot of bridges Users Not intended Not intended vehicle, Hooligans, ... Determine • Needed Space • Road Planning Regular • Loads Occasionally Cyclists, Pedestrians, • Abuse Mopeds, Disabled vehicles Maintenance, Prevention Emergency Services
Special Other Disabled, Elderly, Utility Children companies ...
Users all potential users bridgesUsers bridge & Intersecting for a footbridge crossing a road regular regular regular
special special special occasional
not intended not intended not intended other 75 cm 25 - 80 cm 25 cm width sway distance
2,5 m vertical clearance
Users cyclists measurements 32.5 cm 62.5 cm railing wall
50 cm extra width in curve
Users cyclists distance to objects Deck Width Hovenring two lanes - two directions
cm 32.5 75 25 75 25 75 25 75 32.5 4.4 m
Users cyclists deck width minimum width one way minimum width two way in curve
32.5 75 32.5 cm 32.5 50 75 25 75 32.5 cm
1.4 m 2,9 m
Users cyclists deck width 0,7 m 0,8 m 0,85 m
Users pedestrians measurements max. 20 m max. 0.5 m
≥ 0,9 m
≥ 1,8 m ≥ 1,2 m
≥ 0,9 m
Users pedestrians deck width ∆ H > 13 m Railing min. 1.2 m → ∆ H 1-13 m Railing 1 m → stairs & slopes min. Railing 0.85 m →
Australia (hand) railing height pedestrians 1.2 m cylists 1.4 m disabled, children 0.7 m
Users railing height Dutch Fx, Fy 3 kN/m
Australia Fx, Fy ? 0.75 - 3 kN/m (crowds) Openings < 0.1 m (wire) - 0.125 m Fy Fx < 0.1 m
Ø 0.5 m
Users railing openings and loads ipv Delft • railing designs type & infill
wire wire cable mesh
glass wood lamellas bars - balusters
structural structural structural decorative Railing height ? Railing 1 & 1.4 m Railing 0.7, 1.2 & 1.4 m ? cyclists cyclists pedestrians pedestrians children 1m 1.4 m
J. Pesch Bridge, Brisbane Toowong Crossing, Brisbane Proprietary Barrier Cairns
Users Australian railing examples Users unintended use - climable railing inward inclined wires cable mesh near petting zoo
Users unintended use - climable railing standard anti-throw-screen
2.5 m
Users unintended use - anti-throw-screen integrated stainless steel cable mesh anti-throw-screen
Users unintended use - anti-throw-screen Concentrated Load 7 kN 0n surface of 0.1 x 0.1 m
Uniformly Distributed Load 5 kN/m² (5 kPa) Reduction allowed using formula: Uniform load = 2.0 + (120/bridge length +30) kPa Allowed when no crowds are expected. With minimum of 2.5 kPa
Users pedestrians & cyclists loads Maintenance Vehicle specifications • 2 axles with a 3 m wheelbase; • Axle load of 25 kN (2500 kg); • 2 wheels / axle, with a 1.75 m track width; • 0,25 m x 0,25 m contact surface / wheel.
Users standard maintenance vehicle loads • 9 metric tons maintainance vehicle - Hovenring
Users Heavy maintenance vehicle loads Unauthorized Vehicle specifications: • 2 axles with a 3 m wheelbase • Characteristic axle load of 40 kN & 80 kN • 2 wheels per axle, with a 1,3 m track width • 0,2 m x 0,2 m contact surface per wheel.
Users Unauthorized vehicle loads min. 4.6 m - 7 m (no collision load) vertical clearance
Users vertical clearance car traffic Road Collision Load on Bridge Deck (Fdx) Eurocodes Dutch appendix Highways 500 kN 2000 kN Roads outside urban areas 375 kN 1500 kN Roads within urban areas 250 kN 100 kN carparks 75 kN 100 -200 kN
loads for bridges for all traffic types
Collision Load Reduction for Clearances > 4.8 m Collision Load reduces lineairly 4.8 m 100% 7.0 m 0%
Users collsion loads by car traffic on the bridge deck Road Collision Load on Supports (Fdx) Eurocodes Dutch appendix Highways 1000 kN 2000 kN Roads outside urban areas 750 kN 1500 kN Roads within urban areas 500 kN 1000 kN carparks 50-150 kN 100 -200 kN
No Collision Load when Distance support - axis closest lane Highways > 20 m Roads outside urban areas > 15 m Roads wthin urban areas > 10 m carparks > 5 m
Users collsion loads by car traffic on supports Collision Loads Commonly used Signage Portals Collision Loads Custom designed Anti-Collision Portals Think Filter !
Collision Loads Anti-Collision Portals proven usefull 5.5 - 12 m vertical clearance
Users vertical clearance commercial vessels 30 m vertical clearance
Users vertical clearance sailing ships Users sailing in the Netherlands Alignment movable bridges to prevent large height differences 7.5 - 8.5 m vertical clearance
Users vertical clearance railroads Ramp Success Factors • Height Difference • Grade • Directness • Alternatives • Flat Stretches
Users - Alignment ramp success factors Reducing Height Difference • Minimize structural deck height • Lowering crossed area
lowered intersection
Users - Alignment reducing Height Difference Ramp Grade
11% Ramp Difficulty: Z = H²/L 10% 9% target normal 8% circumstances 7% less wind nuisance 6% less comfortable 5% 4% Max. Z = 0.2 3% more wind nuisance 2% more comfortable 1% Target Z = 0.075 Min. Z = 0.033 0 1 2 3 4 5 6 7 8 9 10 average grade (%) height (m)
Users - Alignment ramp grade Directness, Alternatives, Flat stretches
95m 5.8% 265m, 2.1%
190m 2.9%
225m, 2.4% 200m 2.8%
25 m Flat stretches 105m 5.2% • over 3 -5 m height • in bends in ramp • at end of ramp
Users - Alignment directness, alternative routes, flat stretches Structure: Follows the Development Process
Traffic Network Why Analysis of Context Requirements Users For Whom
Design Checklist
Alignment Design Bridge Design Development Budget What
Dutch Design Manual Traffic Network Finding the best bridge location
Analyse • Network demand - regular users - number of users A
• Route restrictions A’ • Adjacent route (A’, B’) B’
B
Dutch Design Manual Network as Design Driver
Road Bridge aligment
Highway A2 Arterial road
Cycle Network Utilitarian Recreational
Eindhoven Highway bridge Traffic Network - Alignment Existing Road Bridge
118430 Widening Existing Bridge
3501 25.60 New Bridge over On Ramp
talud 1:2
6189
36728 3% R16250 19816
25.09 Highway A2
19.81
3500 Arterial Road 24.10 19.40 On Ramptopboog = R3000 R145442 24.50 New
24.40
27.75+ 24.15
6218 R17750 TOELICHTING 500 - OP DEZE TEKENING IS HET AUTEURSRECHT VAN TOEPASSING: COPYRIGHT
R148250
500 IPV DELFT 24.00 - DEZE TEKENING KAN NIET WORDEN GEBRUIKT ALS PRODUCTIETEKENING 500 3500 - PRODUCTIETEKENINGEN DIENEN VOOR UITVOERING TER CONTROLE TE 55763 500 19.68 WORDEN VOORGELEGD AAN IPV DELFT 3500 - ALLE MATEN IN MILLIMETERS, TENZIJ ANDERS VERMELD R108850 19.79 58655 - PEILMATEN IN METERS T.O.V. N.A.P. 36292 - GRADEN IN HET 360 GRADEN STELSEL - COORDINATEN IN MILLIMETERS IN HET RD-STELSEL 19.54
20.99 PROJECT EHN.20 FIETSBRUG A2/N2 LANGSDOORSNEDE Slagboom novotel op basis luchtfoto 20.79 OPDRACHTGEVER SCHAAL 1:100 Eindhoven19.30 Highway bridge Alignment by Traffic Engineers GEMEENTE EINDHOVEN 19.10 ONDERDEEL TRACE ONTWERP GEMEENTE EINDHOVEN TEKENINGNUMMER DATUM VERSIE STATUS Voorstel nieuwe locatie EHN.20.SO.TEK.01 10.01.2017 0.9 CONCEPT Rekening houden met touringcar / bevoorrading 1A Rijbaanscheiding GETEKEND SCHAAL EENHEID FORMAAT
19.78 X 1:500 MM A2 (594x420) voetboog = R4000
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\EHN.20-basis-ontwerp-Eindhoven.dwg Existing Road Bridge
Widening Existing Bridge
Eindhoven Highway bridge Existing Road Bridge 118430 Proposed Alignment • 5 Radii 16, 17, 108, 115, 145 m Existing Bridge • Varying Width 3.5 - 6.2 m widening existing bridge 3501 • Span Lenght ? 25.60
Highwa A2 talud 1:2
6189 6.2 m 36728 3% R16250 16 m 19816 25.09
19.81
3500 24.10 19.40 Arterial Road topboog = R3000 R145442 24.50 145 m 3.5 m 24.40 New On Ramp
27.75+ 24.15 17 m
6218 R17750 TOELICHTING 500 6.2 m - OP DEZE TEKENING IS HET AUTEURSRECHT VAN TOEPASSING: COPYRIGHT
R148250
500 IPV DELFT
24.00 115 m - DEZE TEKENING KAN NIET WORDEN GEBRUIKT ALS PRODUCTIETEKENING 500 3500 - PRODUCTIETEKENINGEN DIENEN VOOR UITVOERING TER CONTROLE TE 55763 500 19.68 WORDEN VOORGELEGD AAN IPV DELFT 3500 - ALLE MATEN IN MILLIMETERS, TENZIJ ANDERS VERMELD R108850 19.79 3.5 m 58655 - PEILMATEN IN METERS T.O.V. N.A.P. 36292 108 m - GRADEN IN HET 360 GRADEN STELSEL - COORDINATEN IN MILLIMETERS IN HET RD-STELSEL 3.5 m 19.54
20.99 PROJECT EHN.20 FIETSBRUG A2/N2 LANGSDOORSNEDE Slagboom novotel op basis luchtfoto Eindhoven Highway bridge Analysis Proposed Alignment 1 20.79 OPDRACHTGEVER SCHAAL 1:100 19.30 GEMEENTE EINDHOVEN 19.10 ONDERDEEL TRACE ONTWERP GEMEENTE EINDHOVEN TEKENINGNUMMER DATUM VERSIE STATUS Voorstel nieuwe locatie EHN.20.SO.TEK.01 10.01.2017 0.9 CONCEPT Rekening houden met touringcar / bevoorrading 1A Rijbaanscheiding GETEKEND SCHAAL EENHEID FORMAAT
19.78 X 1:500 MM A2 (594x420) voetboog = R4000
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\EHN.20-basis-ontwerp-Eindhoven.dwg * * * * * 0 2 4 6 8m * * * * * *
* ZUID NOORD
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Using Grasshopper plugin for Rhino * * *
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19, 130 m * * VOEG OVERGANG VIADUCT * Existing Bridge H1 H1a H2b • 2 Radii *
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* Overgang bestaand viaduct (KW8) naar nieuwe brug, nieuw tracé over toerit (KW7) * * ZUID NOORD * Start overgang van lessenaars- naar dakprofiel * WERKGRENS * * Positie* landhoofd brug over toerit (KW7) 17 m Uitvoering nader te detailleren. • 1 Span Lenght * * * * Highwa A2 VOEG * * * BRUG OVER OPRIT - AANLANDING * * *
* H2b H2a * * * * α α * *
* H1b H1a * * * R19120 NIV BRUGDEK NAP Anthony Fokkerweg * B.K. VERHARDING * * * * * * * * 19 m * * * * 17 m * * 25.09 * * * * * * * * * * * ZUID NOORD Anthony Fokkerweg * * * * * * * * α α * *
* H2b H2a * * * H1 H1a H2b * * * 19.81 * NIV BRUGDEK NAP * * * B.K. VERHARDING 24.10 * * * * * topboog = R3000 * 19.40* * Arterial *Road * * * 4.5 m * * 24.50 Eventueel benodigde afscherming van * steunpunten langs toerit nader detailleren. * * *
* * 24.40* R19120 * *
* 4579
78 78 * * New On Ramp * 336 750 250 750 250 750 250 750 337
* *
* ZUID NOORD * * *
R130000 * * *
α α *
* ASLIJN TRACE * * * 24.15 19 m*
* * * * H1b H1a
* Positie landhoofd brug over toerit (KW7) H2b H2a Uitvoering nader te detailleren * * NIV BRUGDEK NAP
* B.K. VERHARDING
Onderzijde steunpunt, poer of positie watergang * * zo uitwerken dat de beoogde functionaliteit
van de watergang is gewaarborgd. *
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* * 19.54 TOELICHTING
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* * * - OP DEZE TEKENING IS HET AUTEURSRECHT VAN TOEPASSING: COPYRIGHT
* * *
* * * IPV DELFT * * - DEZE TEKENING KAN NIET WORDEN GEBRUIKT ALS PRODUCTIETEKENING EINDE BESTAANDE BRUG - PRODUCTIETEKENINGEN DIENEN VOOR UITVOERING TER CONTROLE TE 106.07 WORDEN VOORGELEGD AAN IPV DELFT PARAMETERS IN FUNCTIE VAN DE COORDINATEN NIVEAU BRUGDEK 17 m - ALLE MATEN IN MILLIMETERS, TENZIJ ANDERS VERMELD LANGS DE ASLIJN [m] NAP [m] - PEILMATEN IN METERS T.O.V. N.A.P. - GRADEN IN HET 360 GRADEN STELSEL - COORDINATEN IN MILLIMETERS IN HET RD-STELSEL HOOGTE HANDREGEL NOORD H1a [m] PROJECT HOOGTE HANDREGEL ZUID EHN.20 Fietsverbinding Anthony Fokkerweg A2 / N2 H1b [m] OPDRACHTGEVER HOOGTE BOVENREGEL GEMEENTE EINDHOVEN NOORD Eindhoven Highway bridge Optimized Alignment 1 ONDERDEEL H2a [m] PLATTEGROND TEKENINGNUMMER DATUM VERSIE STATUS HOOGTE BOVENREGEL ZUID EHN.20.SO.TEK.02 14.04.2017 1.0 DEFINITIEF H2b [m] GETEKEND SCHAAL EENHEID FORMAAT WW 1:200 MM A0 (1189x841) HOEK VAN DE STIJLEN alpha [graden]
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_model_20170414c.dwg business area
city centre access road
access road
Enschede Bridge Context Business Area
Visibillity
Visibillity New Bridge Old, Characteristic Trees
City Centre
Enschede Bridge Context - Alignment Constraints bridge position
required height 4,6m traffic lights line of sight
low traffic light 2,5
stopping distance stopmarker
R 75 m (5x) R 180 m (5x)
Enschede Bridge Final Alignment prefab deck 1 pier type
Enschede Bridge Modular Construction Facts & Figures • bridge length 280 m • ramp length 150 m • width 3.5 m • lightingelement • budget: €2.0 million • costs: €1.4 million
Enschede Bridge Facts & Figures Existing Road Bridge
Widening Existing Bridge
Highway A2
New On Ramp
Arterial Road
New Bridge over On Ramp
Eindhoven Highway bridge Optimized Alignment 1 * * * * * * * 8m 6 4 2 0 * * * *
NOORD ZUID *
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78 78 *
337 750 250 750 250 750 250 750 336 * * *
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H1a VIIADUCT OVERGANG VOEG * NIV BRUGDEK NAP BRUGDEK NIV * *
B.K. VERHARDING B.K. *
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B.K. VERHARDING B.K. *
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VOEG OVERGANG VIADUCT OVERGANG VOEG *
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* VERHARDING B.K. B.K. VERHARDING *
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* Only Railing Highest Point Anti-Throw-Screen brug, nieuwe naar (KW8) viaduct bestaand Overgang
* NOORD ZUID * * (KW7) toerit over tracé nieuw
* * dakprofiel naar lessenaars- van overgang Start *
* * *
* * WERKGRENS * *
* 20º (KW7) toerit over brug landhoofd * Positie
Uitvoering nader te detailleren. te nader Uitvoering * * *
* * 4.5 m *
* * * * * * * VOEG
* ZUID NOORD AANLANDING - OPRIT OVER BRUG *
* * * *
* 3 m *
* H2b
* α H2a 0º α *
* *
* * * * * WERKGRENS
* α α * * * * *
H1b H1a H1a H1b * * 1.2 m H2b H2a
* * * * * * R19120 * NAP BRUGDEK NIV NIV BRUGDEK NAP
* VERHARDING B.K. B.K. VERHARDING * Fokkerweg Anthony * * *
* * grating *
* 0.8 m * *
* ASLIJN TRACE *
* * * *
* *
* * * * * stainless steel edge element prefab concrete deck integrated lighting anti-throw-screen
* * * * ( cable mesh infill ) *
* * * * 25.09
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* * * * Eindhoven Highway bridge Deck Principle On Ramp Bridge ZUID NOORD *
* NOORD ZUID * *
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* * * H1 H1a H2b H1 * H1a H2b
* 19.81 * * *
* * * NAP BRUGDEK NIV NIV BRUGDEK NAP * B.K. VERHARDING
B.K. VERHARDING B.K. * * * * * * 24.10 * * * * * * * * * * 19.40 * R3000 = topboog * * * * * * * * * * *
* Overgang bestaand viaduct (KW8) naar nieuwe brug, * * * Eventueel benodigde afscherming van afscherming benodigde Eventueel nieuw tracé over toerit (KW7) 24.50 * * * ZUID NOORD detailleren. nader toerit langs steunpunten * Start overgang van lessenaars- naar dakprofiel * * * * WERKGRENS * *
Positie* landhoofd brug over toerit (KW7) * * Uitvoering nader te detailleren. * R19120 * 24.40 * * *
* 4579 *
78 78 * * * * VOEG * * 337 750 250 750 250 750 250 750 336
* BRUG OVER OPRIT - AANLANDING * *
NOORD ZUID * * * * * * *
* R130000
H2b H2a * *
* α α *
* * * * * TRACE ASLIJN * * α α * 24.15 *
* * * * *
* H1b H1a H1a H1b * H2a H2b
* (KW7) toerit over brug landhoofd Positie * * * * * detailleren te nader Uitvoering R19120 NIV BRUGDEK NAP Anthony Fokkerweg NAP BRUGDEK NIV B.K. VERHARDING * VERHARDING B.K.
* *
* *
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* * * gewaarborgd. is watergang de van
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* DELFT IPV * * * PRODUCTIETEKENING ALS GEBRUIKT WORDEN NIET KAN TEKENING DEZE - NIV BRUGDEK NAP * * * TE CONTROLE TER UITVOERING VOOR DIENEN PRODUCTIETEKENINGEN - B.K. VERHARDING BRUG BESTAANDE EINDE * * DELFT IPV AAN VOORGELEGD WORDEN 106.07 24.10 BRUGDEK NIVEAU COORDINATEN DE VAN FUNCTIE IN PARAMETERS * * VERMELD ANDERS TENZIJ MILLIMETERS, IN MATEN ALLE - [m] NAP [m] ASLIJN DE LANGS * N.A.P. T.O.V. METERS IN PEILMATEN - * STELSEL GRADEN 360 HET IN GRADEN - * topboog = R3000 * 19.40* RD-STELSEL HET IN MILLIMETERS IN COORDINATEN - * HANDREGEL HOOGTE * * NOORD * [m] H1a PROJECT * * * HANDREGEL HOOGTE 24.50 Eventueel benodigde afscherming van N2 / A2 Fokkerweg Anthony Fietsverbinding EHN.20 ZUID * steunpunten langs toerit nader detailleren. [m] H1b * OPDRACHTGEVER * * GEMEENTE EINDHOVEN GEMEENTE BOVENREGEL HOOGTE NOORD
* * ONDERDEEL 24.40* R19120 * * [m] H2a * PLATTEGROND 4579
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Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_model_20170414c.dwg * * * * * 0 2 4 6 8m * * * * * *
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* * * IPV DELFT * * - DEZE TEKENING KAN NIET WORDEN GEBRUIKT ALS PRODUCTIETEKENING EINDE BESTAANDE BRUG - PRODUCTIETEKENINGEN DIENEN VOOR UITVOERING TER CONTROLE TE 106.07 WORDEN VOORGELEGD AAN IPV DELFT PARAMETERS IN FUNCTIE VAN DE COORDINATEN NIVEAU BRUGDEK LANGS DE ASLIJN [m] NAP [m] - ALLE MATEN IN MILLIMETERS, TENZIJ ANDERS VERMELD - PEILMATEN IN METERS T.O.V. N.A.P. - GRADEN IN HET 360 GRADEN STELSEL - COORDINATEN IN MILLIMETERS IN HET RD-STELSEL HOOGTE HANDREGEL NOORD H1a [m] PROJECT HOOGTE HANDREGEL ZUID EHN.20 Fietsverbinding Anthony Fokkerweg A2 / N2 H1b [m] OPDRACHTGEVER HOOGTE BOVENREGEL GEMEENTE EINDHOVEN NOORD ONDERDEEL H2a [m] PLATTEGROND TEKENINGNUMMER DATUM VERSIE STATUS HOOGTE BOVENREGEL ZUID EHN.20.SO.TEK.02 14.04.2017 1.0 DEFINITIEF H2b [m] GETEKEND SCHAAL EENHEID FORMAAT WW 1:200 MM A0 (1189x841) HOEK VAN DE STIJLEN alpha [graden]
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_model_20170414c.dwg adaptive Anti-Throw-Screen
1 pier type
only high where required
Eindhoven Highway bridge Impressions in height changing Anti-Throw-Screen
Eindhoven Highway bridge Impressions Existing Guide rail
Cladding Existing Bridge
Cladding & Barrier with illuminated translaucent panels
Eindhoven Highway bridge Impressions Cylists increase Waiting Time Cars
Existing Of Ramp
Existing Road Bridge
Widening Existing Bridge
Highway A2
New On Ramp Vertical Clearance Arterial Road • On Ramp +5 m • Highway +7 m New Bridge over On Ramp
Eindhoven Highway bridge Possible improvements of the alignment Network as Design Driver
Road Bridge aligment 1
Arterial road aligment 2
Cycle Network Utilitarian Recreational
Highway A2
Eindhoven Highway bridge Traffic Network Analysis - Alignment Options Arterial Road Existing Road Bridge
New On Ramp No Cyclists using
Utilitarian Traffic Lights 140 m
Existing Of Ramp Utilitarian
Recreational
Recreational Nearby Construction Site
Highway A2
Utilitarian
Eindhoven Highway bridge Traffic Network Analysis - Alternative Alignment 60000 40000 60000
Arch Bridge Modular Truss Bridge 2000 PROJECT EHN.20 FIETSVERBINDING ANTHONY FOKKERWEG-A2/N2 OPDRACHTGEVER GEMEENTE EINDHOVEN ONDERDEEL AANZICHT CONCEPT 1 TEKENINGNUMMER DATUM VERSIE STATUS
EHN.20.SO.TEK.01 2.05.2017 0.9 CONCEPT PROJECT GETEKEND SCHAAL EENHEID FORMAAT EHN.20 FIETSVERBINDING ANTHONY FOKKERWEG-A2/N2 AANZICHT 4000 SCHAAL 1:500 WW 1:500 MM A3 OPDRACHTGEVER GEMEENTE EINDHOVEN ONDERDEEL Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected] V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_v07(WW).dwg AANZICHT CONCEPT 3 TEKENINGNUMMER DATUM VERSIE STATUS 4995 EHN.20.SO.TEK.03 2.05.2017 0.9 CONCEPT 8000 GETEKEND SCHAAL EENHEID FORMAAT WW 1:500 MM A3
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_v07(WW).dwg 55291
PROJECT EHN.20 FIETSVERBINDING ANTHONY FOKKERWEG-A2/N2 A-symmetrical Cable-stayed BridgeOPDRACHTGEVER Symmetrical Cable-stayed Bridge GEMEENTE EINDHOVEN ONDERDEEL PROJECT AANZICHT CONCEPT 2 EHN.20 FIETSVERBINDING ANTHONY FOKKERWEG-A2/N2 TEKENINGNUMMER DATUM VERSIE STATUS OPDRACHTGEVER EHN.20.SO.TEK.02 2.05.2017 0.9 CONCEPT GEMEENTE EINDHOVEN ONDERDEEL GETEKEND SCHAAL EENHEID FORMAAT AANZICHT AANZICHT CONCEPT 5 SCHAAL 1:500 WW 1:500 MM A3 TEKENINGNUMMER DATUM VERSIE STATUS EHN.20.SO.TEK.01 02.05.2017 0.9 CONCEPT Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected] GETEKEND SCHAAL EENHEID FORMAAT
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_v07(WW).dwg AK 1:500 MM A3 (420x297)
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_v06(WW)(AK).dwg Eindhoven Highway bridge Alternative Alignment - Bridge Options Facts & Figures • length main span 104 m • lenght ramps 660 m • width 5 m • costs bridge € 1.5 million euro • total costs € 8.2 million euro
Eindhoven Highway bridge Arch Bridge Eindhoven Highway bridge Modular Truss Bridge 4469
2000
750 250 750 250
811 2795 3750 1090 492
TOELICHTING - OP DEZE TEKENING IS HET AUTEURSRECHT VAN TOEPASSING: COPYRIGHT IPV DELFT - DEZE TEKENING KAN NIET WORDEN GEBRUIKT ALS PRODUCTIETEKENING - PRODUCTIETEKENINGEN DIENEN VOOR UITVOERING TER CONTROLE TE 5500 WORDEN VOORGELEGD AAN IPV DELFT - ALLE MATEN IN MILLIMETERS, TENZIJ ANDERS VERMELD - PEILMATEN IN METERS T.O.V. N.A.P. - GRADEN IN HET 360 GRADEN STELSEL - COORDINATEN IN MILLIMETERS IN HET RD-STELSEL
PROJECT GRA.01.Haalbaarheidsstudie brug Zeewolde - Horst OPDRACHTGEVER Provincie Flevoland ONDERDEEL Eindhoven Highway bridge Modular Truss Bridge AANZICHTEN BRUG CONCEPT 1 - BRUG + GRONDLICHAAM TEKENINGNUMMER DATUM VERSIE STATUS IPV.00.VO.TEK.02 24.11.2016 0.9 CONCEPT GETEKEND SCHAAL EENHEID FORMAAT AK 1:2000 MM A2 (594x420)
Oude Delft 39 2611 BB Delft 015 750 25 75 [email protected]
V:\4_projecten\GRA.01 brug strand Horst\GRA.01_2_tekeningen\GRA.01_1_SO\GRA.01_SO_2D_VARIANTENSTUDIE_v09-SAT2.dwg Eindhoven Highway bridge Alternative Alignment - Cable-stayed Bridge Advantages Arch Bridge • Structurally / Cost Efficient • No Piers in Highway - No obstruction of sightlines - Less hindrance due to construction
131.5 m
Eindhoven Highway bridge Arch Bridge Eindhoven Highway bridge Arch Bridge Eindhoven Highway bridge Arch Bridge Facts & Figures • length main span 104 m • lenght ramps 660 m • width 5 m • costs bridge € 1.5 million euro • total costs € 8.2 million euro
Eindhoven Highway bridge Arch Bridge Reference Grashopper Optimized Ramps
Eindhoven Highway bridgehoogteverschil: Ramps ca. Arch 8 meter Bridge Reference lengte: ca. 288 meter hellingspercentage: ca. 2,8%
hellingbaan oostzijde Eindhoven Highway bridge Arch Bridge Reference V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_BOOGBRUG_v10.dwg DEKDOORSNEDE SCHAAL 1:20 VERHOOGDE SCHAMPKANT 0,65 m VERLICHTING GEÏNTEGREERDE Cables /Rods Eindhoven Highway bridge Arch Bridge -Deck Cross Section
N.T.B. CA. 200 625 750 250 750 Concrete Deck 5 m 3750 5000 250 750 250 750 Steel EdgeGirders Oude Delft39 GETEKEND AK EHN.20.SO2.TEK.91 TEKENINGNUMMER PRINCIPE DEKDOORSNEDE METVERHOOGDE SCHAMPKANT ONDERDEEL GEMEENTE EINDHOVEN OPDRACHTGEVER EHN.20 FIETSVERBINDING ANTHONYFOKKERWEGA2/N2 PROJECT 625 2611BBDelft SCHAAL DATUM 1:20 22.06.2017 0157502575 1.2 m VERSIE MM 1.3 EENHEID [email protected] STATUS FORMAAT A3 CONCEPT Eindhoven Highway bridge Arch Bridge - Details Bridge Deck Wishbone Configuration Leaning Arches Configuration under construction under design
Eindhoven Highway bridge Arch Bridge - Structural Optimization (Grashopper)
Drawing1.dwg
Drawing1.dwg Narrowing Deck Grashopper model
Straight Deck Grashopper model
Eindhoven Highway bridge Arch Bridge - Structural Optimization Vertical Cable Alignment
Crossed, Netted Cable Alignment
Eindhoven Highway bridge Arch Bridge - Structural Optimization Other Cable Alignments
21.1 m (1/6 L)
Arch Height
Eindhoven Highway bridge Arch Bridge - Structural Optimization Eindhoven Highway bridge Arch Bridge Eindhoven Highway bridge Arch Bridge -Details Edge Girder &Railing Integrated Arch Illumination Integrated Arch Extra HighCurb/Edge(0.2m) Infill -StainlessStteelCableMesh hand railwithIntegratedLighting V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_BOOGBRUG_v10.dwg DEKDOORSNEDE SCHAAL 1:20 VERHOOGDE SCHAMPKANT 0,65 m 0,2 m VERLICHTING GEÏNTEGREERDE
N.T.B.
Potential Damper CA. 200 625 0,3 m 2 % 750 250 750 3750 5000 250 750 250 750 Oude Delft39 GETEKEND AK EHN.20.SO2.TEK.91 TEKENINGNUMMER PRINCIPE DEKDOORSNEDEMETVERHOOGDE SCHAMPKANT ONDERDEEL GEMEENTE EINDHOVEN OPDRACHTGEVER EHN.20 FIETSVERBINDING ANTHONY FOKKERWEG A2/N2 PROJECT 625 2611BBDelft SCHAAL DATUM 1:20 22.06.2017 0157502575 VERSIE MM 1.3 EENHEID [email protected] FORMAAT STATUS A3 CONCEPT Eindhoven Highway bridge Arch Bridge - Railing Infill Eindhoven Highway bridge Arch Bridge - Anti-Throw-Screen Eindhoven Highway bridge Arch Bridge - Arch illumination Eindhoven Highway bridge Arch Bridge - Arch illumination Eindhoven Highway bridge Arch Bridge - Arch illumination V:\4_projecten\EHN.20_brug_A2-N2_Eindhoven\2_tekeningen\1_SO\DWG\EHN.20_2D-TEKENINGEN_BOOGBRUG_v10.dwg DEKDOORSNEDE SCHAAL 1:20 VERHOOGDE SCHAMPKANT VERLICHTING GEÏNTEGREERDE top cable-StainlessCable Wiring &fixationPoints hand railwithIntegratedLighting, Eindhoven Highway bridge Arch Bridge -Details Railing
N.T.B. CA. 200 625 750 250 750 3750 5000 250 750 250 750 Oude Delft39 GETEKEND AK EHN.20.SO2.TEK.91 TEKENINGNUMMER PRINCIPE DEKDOORSNEDEMETVERHOOGDESCHAMPKANT ONDERDEEL GEMEENTE EINDHOVEN OPDRACHTGEVER EHN.20 FIETSVERBINDINGANTHONYFOKKERWEGA2/N2 PROJECT 625 2611BBDelft SCHAAL DATUM 1:20 22.06.2017 0157502575 VERSIE MM 1.3 EENHEID [email protected] FORMAAT STATUS A3 CONCEPT custom aluminium extrusion profile
LED deck lighting fixation point LED facial lighting
Eindhoven Highway bridge Arch Bridge - Handrail Principle Hovenring Eindhoven Highway bridge Arch Bridge - Handrail Principle Hovenring Eindhoven Highway bridge Arch Bridge - a Solution for All Requirements North Sea
7.5 km
Rijswijk The hague
recreational route
Rijswijk Swing Bridge Network Analysis Schie Canal
Rijswijk
3 Harbour
4
2
Highway A4 The Hague 1
Rijswijk Swing Bridge Possible bridge locations in the context Location 1: Fixed arch bridge • preferred by department of waterways • ramps of 300 at 3.5% needed • required vertical clearance of 7 m • estimated costs € 4 million
bikepath tramtrack & road bikepath/road
3,5%
7 m highway A4 3,5%
highway A4
Rijswijk Swing Bridge Possible bridges in the context Location 2: Double drawbridge
• connects directly to existing routes • short steep 2.5 m high ramps • no supports and fenders in waterway • estimated costs € 6 million
harbour entrance
3 m
existing bikepaths
Rijswijk Swing Bridge Possible bridges in the context Location 3: Asymmetric cable-stayed swing bridge
• less susceptible to windforces • ramps partly integrated in embankment • supports and fenders in waterway • estimated costs € 4 million
3 m
Rijswijk Swing Bridge Possible bridges in the context Location 4: Symmetric cable-stayed swing bridge
• bridges both canal and harbour entrance • ramps partly integrated in embankment • lot of supports and fenders in waterway • estimated costs € 5.5 million
3 m obsolete bridge
Rijswijk Swing Bridge Possible bridges in the context Preferred concept • direct connection between existing routes • minimal hindrance during construction • estimated costs acceptable
RijswijkRijswijk Swing bridge Bridge swing bridge Concept at locationevaluation 3 ramps (H: 1.7 m) integrated in route turning space
RijswijkRijswijk Swing swing Bridge bridge Bridgerampdesign design 3 m
21 m
Rijswijk Swing Bridge Bridge design Rijswijk Swing Bridge Bridge design Pivot Point
Gear Unit
Counter Weight Maintenance Platform
Rijswijk Swing Bridge Bridge design Maintenance Platform
Rijswijk Swing Bridge Bridge design Facts & Figures • length 110 m • width 3,5 m • costs: €2.4 million
RijswijkRijswijk swing Swingbridge Bridge result, facts Result & figures Traffic Network Finding the best bridge location
Analyse • Network demand - regular users - number of users A
• Route restrictions A’ • Adjacent route (A’, B’) B’
B
Dutch Design Manual Traffic Network: Start with the Crossings
Because Crossings are: A • Hard to Integrate • Hard to Upgrade • Advertisers / Kickstarters • Gapclosers
B
Dutch Design Manual Context Location specific requirements & potential benefits
Analyse • Urban Planning A • Local Wishes • Ecology A’ • Land Ownership • Cables and Pipelines B’ • Subsurface Conditions • Potential Benefits B
Dutch Design Manual Context as Driver
prefab deck 1 pier type
Enschede Bridge Modular Construction Context as Driver
visibillity spare visibillity commercial characteristic traffic buildings trees lights
Enschede bridge Meandering Alignment Fitting in the Context Fietsverbinding Stationsweg Heerhugowaard
voor: Gemeente Heerhugowaard ontwerp ipv Delft © 2012 Heerhugowaard Station bridge Alignment Fitting in the Contect Possible main span materials bonus • steel no bonus • stainless steel € - 125.000,- • high performance concrete € - 175.000,- • fiber re-inforced composite € - 175.000,-
main span contour
Heerhugowaard Station bridge Main Span Contour - Optimal Materials Facts & Figures • bridge length 154 m • ramp length 120 m • width 3.5 m mainspan, 4m straight slopes, 6 m corners • costs: €1.7 million
Main Span Ramps High Performance Concrete On Site Concrete
Heerhugowaard Station bridge Maintenance Free Main Span Haarlem submerged bridge Context required height 2.5 m
rain water pump
Haarlem submerged bridge Cross Section Facts & Figures • length 110 m • width 5 m • slope < 4% • costs: €1.1 million
Haarlem submerged bridge Result future technology museum Hovenring Evoluon Light Needle
A2
Westcorridor Eindhoven Eindhoven Hovenring Fitting in with existing landmarks contextanalyse geschiedenis
Waalwijk bridges Referring to history ipv Delft creatieve ingenieurs Waalwijk bridges Referring to history contextanalyse geschiedenis Halvezolenlijn Waalwijk
ipv Delft creatieve ingenieurs Waalwijk bridges Referring to history Facts & Figures • length 7.9 m • width 2 m • costs: €92.000,-
ultra high strenght concrete (UHSC)
Waalwijk bridges Referring to history - leading to innovation Dronryp movable bascule bridge Referring to history Dronryp movable bascule bridge Referring to history Dronryp movable bascule bridge Referring to history Steenwijk movable liftbridge An city entrance ready for the future Facts & Figures • length 20 m • width 18 m • costs: €1.200.000 • clearance width 8 m
Steenwijk movable liftbridge An city entrance ready for the future Facts & Figures • length 95 m • width 18 m • costs: €11.000.000 • clearance width 22 m
Gouda drawbridge low drawbridge fitting in with the Dutch landscape Gouda drawbridge low drawbridge fitting in with the Dutch landscape port railyard Structural Railing hanging Stairs Dyke
Rotterdam Waalhaven bridge sparing the context foundation abutment steel pipe pile old bridge
Midden Delftland bridge sparing the context 1995 flood
Flood Risk Areas 26% below sea level 29% above sea level risk of flooding by river Context (national) flooding risk more room : normal channel : normal
more room : high channel: high
Context (national) river retention types floating roll-out-bridge hydrodynamic bridge
pop-up bridge hydrodynamic bridge
Context (national) bridge concepts to cross flooded area porous dam floating bridge
williow bridge floating bridge
Context (national) bridge concepts to cross flooded area Floating concrete bridge
Context (national) bridge concepts to cross flooded area Floating concrete bridge - cross section
Context (national) bridge concepts to cross flooded area Floating concrete bridge - module princple
Context (national) bridge concepts to cross flooded area porous dam
Context (national) bridge concepts to cross flooded area Hydrodynamic bridge
Context (national) bridge concepts to cross flooded area Hydrodynamic bridge - cross section
Context (national) bridge concepts to cross flooded area Hydrodynamic bridge - low maintenance
Context (national) bridge concepts to cross flooded area hydrodynamic bridge - module princple
Context (national) bridge concepts to cross flooded area Hydrodynamic bridge
Olst Fortmond bridge hydrodynamic bridge to cross flooded area Hydrodynamic bridge - low maintenance
Olst Fortmond bridge hydrodynamic bridge to cross flooded area hydrodynamic bridge
Zwolle Westenholte bridge hydrodynamic bridge to cross flooded area Tidal Floodplain Noordwaard Merwede river new
5.5 km
sea
11 km
Depoldering Noordwaard bridges bridges for a tidal floodplain water height +0.4 m -0.7 m water height to 2 m
water height +0.7 m - 1.35 m water height +2 m - 3 m
Depoldering Noordwaard bridges bridges for a tidal floodplain Bridge Types Tidal Floodplain Noordwaard
25 creek bridges 3 bridges in old dike
7 inlet / dike bridges 13 pumping stations
Depoldering Noordwaard bridges bridges for a tidal floodplain creek bridge
Depoldering Noordwaard bridges bridges for a tidal floodplain creek bridge 5.1 m
perch for birds steel railing 4.4 m to dry wings spray metalized with bronze steel railing 0.5 m spray metalized 1 m with bronze
prefab concrete girders porous concrete on site cast edge porous concrete on site cast edge
Depoldering Noordwaard bridges bridges for a tidal floodplain Bronze Railing
seawater resistant steel railing spray metalized with bronze (200 micron)
Depoldering Noordwaard bridges bridges for a tidal floodplain inlet / dike bridge
Depoldering Noordwaard bridges bridges for a tidal floodplain bridge in old dike
Depoldering Noordwaard bridges bridges for a tidal floodplain Birds Perch
Depoldering Noordwaard bridges bridges for a tidal floodplain Birds Perch - canoeist assist
Depoldering Noordwaard bridges bridges for a tidal floodplain Pumping Stations as Viewing Platforms
Depoldering Noordwaard pumping stations experience the tidal floodplain Contextual Benefits
• Lowering intersection for comfortable ramps • Ramps as sound barriers
lowered intersection
Eindhoven Hovenring benefits from the context Contextual Benefits
• Signage portals as high traffic filter
Eindhoven Hovenring benefits from the context Contextual Benefits
• bridge deck casted directly on existing earth dam • Using in soil casted piles
principeprofielen 3,5 m
stainless steel railing
0,3 m earth dam in soil casted piles Contextual Benefits
• bridge deck casted directly on existing earth dam • Using in soil casted piles
Breda Werkdonken bridge benefits from the context Foundation Piles almost always required 10 - 20 m
Flood Risk Areas 26% by sea 29% by rivers
Context (national) ground level and subsurface conditions Foundation: steel pipe piles
bridge directly mounted on steel pipe piles
Context - foundation common pile types Foundation: steel pipe piles
bridge directly mounted on steel pipe piles
Context - foundation common pile types Foundation: steel pipe piles 1.25 m
6 m 6 m 6 m
Context - foundation common pile types Foundation: concrete prefab piles
Context - foundation common pile types Foundation: concrete prefab piles
Context - foundation common pile types Foundation: steel sheet piles
Context - foundation common pile types Foundation: steel screw piles
Context - foundation common pile types List of requirements Gathering all requirements
Design Checklist Network Network Context Context
Users Bridge users Regulations Building Codes
Crossed Users
Dutch Design Manual Hot Dip Galvanized bolted structures in Australia
Bridge Design corrosion prevention Hot Dip Galvanized bolted structures in Australia
Bridge Design corrosion prevention Size of Hot Dip Galvanizing bath determines maximum size structural parts
Bridge Design corrosion prevention Hot Dip Galvanized bolted structures in the Netherlands
New Guardrail
Guardrail after approx. 15 years
Bridge Design corrosion prevention Spray Metalizing with Zinc in the Netherlands
Bridge Design corrosion prevention - spray metalizing Spray Metalized Structure without bolted connections
Bridge Design corrosion prevention - spray metalizing Bronze Railing
seawater resistant steel railing spray metalized with bronze (200 micron)
Bridge Design corrosion prevention - spray metalizing required height 2.5 m
rain water pump
Bridge Design corrosion prevention - vacuum closed cross section Facts & Figures • length 110 m • width 5 m • slope < 4% • costs: €1.1 million
Bridge Design corrosion prevention - offshore coating Composite deck - grip layer
Bridge Design decking materials Wooden Deck - grip layers
Bridge Design decking - materials Steel Deck - grip layer
Bridge Design decking - materials Concrete Deck - grip layer
Bridge Design decking - materials Ultra High Strength Concrete Deck - integrated grip
Bridge Design decking - materials Structure above deck: structural railing
Bridge Design structural types Structure above deck: structural railing
Bridge Design structural types Structure above deck: structural railing
Bridge Design structural types Structure above deck: structural railing
Bridge Design structural types Structure above deck: cable-stayed bridge
Bridge Design structural types Structure above deck: cable-stayed bridge
Bridge Design structural types Structure above deck: cable-stayed bridge
Bridge Design structural types Structure above deck: cable-stayed bridge
Bridge Design structural types Structure above deck: Arch bridge
Bridge Design structural types Structure above deck: Arch bridge
Bridge Design structural types Structure above deck: Arch bridge
Bridge Design structural types Structure below & above deck
Bridge Design structural types Structure below & above deck: lens truss
Bridge Design structural types Structure below & above deck: lens truss
Bridge Design structural types Structure below & above deck: irregular truss
Bridge Design structural types Structure below deck
Bridge Design structural types bridges Structure Below Deck
steel concrete composite
prefab concrete steel steel steel
prefab concrete prefab concrete prefab / on site concrete prefab concrete Prefab Concrete Decks
concrete + polystyrene infill on site + high strenght concrete concrete type tbd TOELICHTINGTOELICHTINGTOELICHTING - OP- DEZEOP- OPDEZE TEKENING DEZE TEKENING TEKENING IS HET IS HETISAUTEURSRECHT HET AUTEURSRECHT AUTEURSRECHT VAN VANTOEPASSING: VAN TOEPASSING: TOEPASSING: COPYRIGHT COPYRIGHT COPYRIGHT IPV DELFTIPV IPV DELFT DELFT - DEZE- DEZE -TEKENING DEZE TEKENING TEKENING KAN KANNIET KAN NIETWORDEN NIET WORDEN WORDEN GEBRUIKT GEBRUIKT GEBRUIKT ALS ALSPRODUCTIETEKENING ALS PRODUCTIETEKENING PRODUCTIETEKENING - PRODUCTIETEKENINGEN- PRODUCTIETEKENINGEN- PRODUCTIETEKENINGEN DIENEN DIENEN DIENENVOOR VOOR UITVOERINGVOOR UITVOERING UITVOERING TER TERCONTROLE TER CONTROLE CONTROLE TE TE TE WORDEN WORDEN WORDEN VOORGELEGD VOORGELEGD VOORGELEGD AAN AANIPV AAN DELFTIPV IPV DELFT DELFT
DSAFKFJK;LJ;LAKJFASDDSAFKFJK;LJ;LAKJFASDDSAFKFJK;LJ;LAKJFASD - ALLE- ALLE -MATEN ALLE MATEN MATENIN MILLIMETERS, IN MILLIMETERS,IN MILLIMETERS, TENZIJ TENZIJ TENZIJANDERS ANDERS ANDERS VERMELD VERMELD VERMELD ASDLFKSAKJFH;SADFASDLFKSAKJFH;SADFASDLFKSAKJFH;SADF - PEILMATEN- PEILMATEN- PEILMATEN IN METERS IN METERSIN METERS T.O.V. T.O.V. N.A.P.T.O.V. N.A.P. N.A.P. \A'S;LDFKJLAKSFJLASDF\A'S;LDFKJLAKSFJLASDF\A'S;LDFKJLAKSFJLASDF - GRADEN- GRADEN- GRADEN IN HET IN HETIN360 HET GRADEN360 360 GRADEN GRADEN STELSEL STELSEL STELSEL ASF;KASLFJASDFASF;KASLFJASDFASF;KASLFJASDF - COORDINATEN- COORDINATEN- COORDINATEN IN MILLIMETERS IN MILLIMETERSIN MILLIMETERS IN HET IN HETINRD-STELSEL HET RD-STELSEL RD-STELSEL
PROJECTPROJECTPROJECT IPV.00IPV.00IPV.00 PROJECTNAAM PROJECTNAAM PROJECTNAAM 33 3333 17 1717 OPDRACHTGEVEROPDRACHTGEVEROPDRACHTGEVER 73 7373 GEMEENTEGEMEENTEGEMEENTE X X X ONDERDEELONDERDEELONDERDEEL PLATTEGRONDPLATTEGRONDPLATTEGROND TEKENINGNUMMERTEKENINGNUMMERTEKENINGNUMMER DATUMDATUMDATUM VERSIEVERSIEVERSIESTATUSSTATUSSTATUS IPV.00.VO.TEK.01IPV.00.VO.TEK.01IPV.00.VO.TEK.01DD.MM.JJJJDD.MM.JJJJDD.MM.JJJJ0.9 0.90.9 CONCEPTCONCEPTCONCEPT GETEKENDGETEKENDGETEKEND SCHAALSCHAALSCHAAL EENHEIDEENHEIDEENHEIDFORMAATFORMAATFORMAAT LANGSDOORSNEDELANGSDOORSNEDELANGSDOORSNEDE INITIALENINITIALENINITIALEN 1:1001:1001:100 MMMMMM A3 A3(420x297)A3 (420x297) (420x297) SCHAALSCHAALSCHAAL 1:100 1:100 1:100 Bridge Design structure below deck - materials
OudeOude DelftOude Delft 39 Delft 39 392611 2611 BB 2611 Delft BB BBDelft Delft 015 015750 015 75025 75075 25 2575 75 [email protected] [email protected] [email protected]
C:\projecten\Australie 2017\Conference\PresentatieC:\projecten\Australie Design of 2017\Conference\PresentatieFootbridges\AUS_CONFERENCE_2017_AK_IPVDELFT_PRES-FOOTBRIDGE_DESIGNC:\projecten\Australie 2017\Conference\Presentatie Design of Footbridges\AUS_CONFERENCE_2017_AK_IPVDELFT_PRES-FOOTBRIDGE_DESIGN Design of Footbridges\AUS_CONFERENCE_2017_AK_IPVDELFT_PRES-FOOTBRIDGE_DESIGN-18 Folder\Links\ddoorsneden prefqb betonne-18 Folder\Links\ddoorsneden dekken.dwg -18 Folder\Links\ddoorsneden prefqb betonne dekken.dwg prefqb betonne dekken.dwg Prefab Concrete Girders with custom edges
Bridge Design structure below deck - materials Prefab Concrete Girders with custom edges
Bridge Design structure below deck - materials Wooden structure
Bridge Design structure below deck - materials Composite structure
Bridge Design structure below deck - materials Composite structure
Bridge Design structure below deck - materials Steel structure with steel trough deck
Bridge Design structure below deck - materials Integration of functionality
Structure Design Integration of traffic lights, lighting and signage Integration of functionality
Bridge Design bench as technical space 12 11 10 9 8 7 6 5 4 3 2 1
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Getekend wdk Order A1 Maateenheid mm Gecontroleerd A 0 0 8 2 B 0 5 1 1 Lineaire maat: < 30 30 < - < 300 300 < - < 2000 2000 < - < 4000 > 4000 Tenzij anders ) 0 1 : 1 ( B - B aangegeven: ) 0 1 : 1 ( A - A Maattolerantie: +/- 0,3 +/- 0,5 +/- 1 +/- 2 +/- 3 12,5 Hydraulics Electrics Hydraulics Benaming: Voorstel Bank Tekening- /Ordernummer - Blad: Revisie: C Console t s a k a r t k e l E t i n u e h c s i l u a r d y H C 60.130653-100 0 Fietsbrug KW1 te Assen BAM Blad 1 van 1 A Deze tekening blijft ons eigendom en mag zonder onze A M schriftelijke toestemming niet worden gecopieerd, Stockhaolmcstrhaat i5nefaTbelerfoioen: 0k50- 31R8187u7 sthoven Bridge Design bench as technical space Postbus 5144 Fax: 050-3124120 noch aan derden worden verstrekt, of ter inzage worden gegeven. 9700 GC Groningen E-mail: [email protected] 12 11 10 9 8 7 6 5 4 3 2 1 K:\Projecten 2013\B\BAM\60130653 Brug Kw 1 Assen\Tekenwerk\60.130653-100 Voorstel Bank.idw
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1 A r e d r O k d w d n e k e t e G d r e e l o r t n o c e G m m d i e h n e e t a a M s r e d n a j i z n e T 0 0 0 4 > 0 0 0 4 < - < 0 0 0 2 0 0 0 2 < - < 0 0 3 0 0 3 < - < 0 3 0 3 < : t a a m e r i a e n i L : n e v e g e g n a a 5 , 2 1 3 - / + 2 - / + 1 - / + 5 , 0 - / + 3 , 0 - / + : e i t n a r e l o t t a a M : e i s i v e R : d a l B - r e m m u n r e d r O / - g n i n e k e T k n a B l e t s r o o V : g n i m a n e B 0 0 0 1 - 3 5 6 0 3 1 . 0 6 e l o s n o C 1 n a v 1 d a l B M A B n e s s A e t 1 W K g u r b s t e i F A e z n o r e d n o z g a m n e m o d n e g i e s n o t f j i l b g n i n e k e t e z e D A , d r e e i p o c e g n e d r o w t e i n g n i m m e t s e o t e k j i l e t f i r h c s M n e v o h t s 7 u 7 8 1 8 R 1 3 - 0 5 k 0 : n e o i o f r e l e b T a f e n 5 i t a a h r t s c m l o a h k c o t S . n e v e g e g n e d r o w e g a z n i r e t f o , t k e r t s r e v n e d r o w n e d r e d n a a h c o n 0 2 1 4 2 1 3 - 0 5 0 : x a F 4 4 1 5 s u b t s o P m o c . n e v o h t s u r @ n e v o h t s u r : l i a m - E n e g n i n o r G C G 0 0 7 9 1 2 3 4 5 6 7 8 9 0 1 1 1 2 1 w d i . k n a B l e t s r o o V 0 0 1 - 3 5 6 0 3 1 . 0 6 \ k r e w n e k e T \ n e s s A 1 w K g u r B 3 5 6 0 3 1 0 6 \ M A B \ B \ 3 1 0 2 n e t c e j o r P \ : K Integration of functionality
Poem for the Integrated waiting users • traffic signs • lighting • barriers
Bridge Design integration of poem, signs, lighting and barriers Integration of functionality Facts & Figures • length 15 m • width 4 m • costs: approx. €900.000 Integrated incl. excavation new canal & embankments • traffic signs • clearance width 8 m • lighting • barriers
Assen simple movable bridge with bench as technical space A Thorough Analysis
Traffic Network Why Analysis of Context Requirements Users For Whom
Design Checklist
Alignment Design Bridge Design Development Budget What
Dutch Design Manual Create Understanding Between representatives of Technical & Social requirements
City Immerse yourself in the Officials Requirements of other (social) Stakeholders and we should become the Hub we try !
we try Design(er) do ! (technical) (social) (City) Citizens Engineers Advocates can’t we ? we try (technical) (social)
Dutch Design Manual Start with the Crossings
Because Crossings are: A • Hard to Integrate • Hard to Upgrade • Advertisers / Kickstarters • Gapclosers
B
Dutch Design Manual Contextual Benefits
• Lowering intersection for comfortable ramps
Eindhoven Hovenring benefits from the context Contextual Benefits
• Casting bridge deck directly on existing earth dam • Using in soil casted piles
Breda Werkdonken bridge benefits from the context Think Modular !
• Economies of Scale by repeating parts
prefab deck 1 pier type
Enschede Bridge Modular Construction Think Filter !
• Signage portals as high traffic filter
Collision Loads Anti-Collision Portals - Cost-saving Filters Think Filter !
Users Unauthorized vehicle loads - use a filter Seek Integration ! custom aluminium extrusion profile
LED deck lighting fixation point LED facial lighting
Lighting Design Custom Handrail with Integrated Lighting Seek Integration !
Users Not intended visitors (Latin American mayor delegation 2017) Seek Integration !
Integral Design Integration of traffic lights, lighting and signage Seek Integration !
Integral Design Integration of gantry & footbridge Tender Smart: Develop Client Side what you know best !
Budget Tender & Contract format Conclusions To develop bridges that satify all involved and their requirements:
• Analyse requirements thouroughly Traffic Network BRIEF DUTCH DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES BRIEF DUTCH • Involve all from the start BRIEF DUTCH DESIGN MANUALContext DESIGN MANUAL FOR BICYCLE AND PEDESTRIAN BRIDGES
Analyse FOR BICYCLE
As one of the Netherland’s main bridge design offices, ipv Delft has focused on designing bicycle and pedestrian bridges for two decades. The company has used AND PEDESTRIAN • Create understanding & openess their extensive experience in bridge design to write this publication. This design manual focuses on the fundamentals of bridge design, answering practical questions regardign issues such as bridge width and slopes. ItUsers also lists the things that should BRIDGES by ipv Delft be taken into account before starting on the actual design and it offers insight in the Dutch regulations regarding loads and collision forces. General advice on cost re- duction is also included and several of the company’s projects are shown to illustrate the theoretical contents. The Brief Dutch Design Manual for Bicycle and Pedestrian • Start with the crossings Bridges therefore is a vital source of both practical information and bridge design inspiration.
This publication is an English summary of the Dutch Design Manual for Bicycle and Pedestrian Bridges, which wasDesign published by CROW in 2014 andChecklist written by ipv Delft.
www.ipvdelft.com • Seek - Modularity www.crow.nl ipv Delft creative engineers +31 15 750 25 75 - Contextual Benefits [email protected] Alignment - Filters Design Bridge Design in cooperation with - Integration & Optimization Budget • Outsource Only what you can’t do yourself Free Download: ipvdelft.com / publications
- Be open to practical custom new solutions. - Bridges are almost never standard solutions. Thanks for your Attention ! - A custom solution can be best and cheapest.
Adriaan Kok ipv Delft creative engineers mail: [email protected] website: ipvdelft.nl or ipvdelft.com