geoteknisk forening 06.11.2014.ppt … · o bar bending schedule from 3d models o data filtering o...
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Stockholm- on the rocks, not stirred, not shaken
Geoteknikerens hverdag
6. november 2014
René Mølgaard Jensen
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Dias 1
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Värtahamnen…future…
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Dias 2
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Færgelinier i Østersøen
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Dias 3
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Oversigtsplan
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Dias 4
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Involved parties
The Client
oStockholm Hamnar & Stockholm Stad
The Contractor
oAarsleff
o JV Värtahamnen HB
oAarsleff & Aarsleff Bygg och Anläggnings AB
The Consult
oCOWI
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Dias 5
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Mængder
– Piling
934 driven – 111 DTH drilled (Ø900-1,200): 36,000 lm. (20,500 ton)
Sheet piles, KC-piles, jet grouting etc.
– Construction:
Dredging: 14,000 m3
”Frysmuddring”: 3,000 m3
Excavation: 81,000 m3
Filling material: 107,000 m3
Concrete: 45,000 m3 (prefab. 30,000 m3) – pile cap, slabs and L
Reinforcement: 12,000 ton (266 kg/m3)
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Dias 6
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Tidsplan
Contract:
• Start: 2013-02-01
• Finish: 2016-12-01
• Duration: 46 Month
Phases:
• Phase 1 +2: 30 Month
• Phase 3: 7 Month
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Dias 7
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Aarsleff organisation
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Dias 8
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Anbefalede tekniske løsninger
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Dias 9
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Geoteknisk snit
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Dias 10
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3D-illustration
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Dias 11
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Tolket bjergniveau
-55m
-50m
-45m
-40m
-40m
-35m
-30m
-25m
-20m-15m
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Jordparametre
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Dias 13
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F1, F2, F3, F4 og F5
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Dias 14
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KC-pelare
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Snit i KC-pelar forstærkning
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Snit i spunsvæg
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Snit i spunsvæg for overgangszone
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Driveability
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Dias 19
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IHC S280 whitout noise reduction
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Dias 20
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IHC S280 whit noise reduction
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Dias 21
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Stålpæle traditionel pælesko samt åben pælesko
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Design af bjergsko
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Dias 23
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Hvilken bjergsko – hvor?
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Dias 24
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Alternative bjergsko
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Dias 25
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Clay – rock - friction
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Dias 26
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Produktion af bjergsko
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Dias 27
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Rør, rør og atter rør
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Dias 28
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Asien - Europa
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Dias 29
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Rørene ankommet i Stockholm
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Dias 30
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IHC S280
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Dias 31
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Installation in panels
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Dias 32
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Crawler crane LR 1300, LR1280 og LR1100
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Dias 33
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Template and supply barge
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Dias 34
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60 m rør, Ø1168 mm og mere end 30 t
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Dias 35
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KC pelare rig
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Dias 36
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KC pelare rig på A+A
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Dias 37
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KC pelare rig
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Fryssmuddring
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Dias 39
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Pile Cap
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Standard pladeelement
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Armering af dækelementer
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Dias 42
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Forme til elementer
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Dias 43
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Armering af pile caps
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Dias 44
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Lastning af elementer
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Dias 45
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Lodbrok gi’r den gas
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Dias 46
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Building information model (BIM)
BIM advantages:
o Geometry
o Build ability
o Visualization of time schedule
o Quantity optimization and minimized waste
o Reporting
o Machine control
o Bar bending schedule from 3d models
o Data filtering
o Better understanding of construction
o Logistics
o Tolerances
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BIM is used to optimize the project by building the model in 4D which incl. time schedule.
BIM will be used doing the planning- and execution phase.
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Dias 48
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Dias 49
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Dias 50
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Det former sig
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Dias 51
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Dias 52
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Dias 54
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Dias 55
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3d surfacesPier excavation model for L-Walls
Dias 56
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L-walls
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ReinforcementBuildability
Dias 58
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ReinforcementCut & Bent
2013-09-26
Dias 59
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Elementært
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Dias 61
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Pladen fuld
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Sheet PilesAnchors installation sequence
Dias 63
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L-WallsAnchors installation sequence
Dias 64
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Dias 65
L-WallsAnchors installation sequence
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Dias 66
L-WallsGravel bed
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Dias 67
L-WallsGravel bed machine
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Rock surfaceMisleading anticipated rock level Before and after investigation
Dias 68
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Rock surfaceDiff. before and after investigation
Dias 69
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ReportingQuantity take-off
Dias 70
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ReportingQuantity take-off
Dias 71
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As BuiltDry Mix (KC-Piles) piles
2013-09-26
Dias 72
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As BuiltDry Mix (KC-Piles) piles
Dias 73
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LogisticsPiles / Pile Caps / Deck Elements
Available elements on a certain date are selected and ordered.
Dias 74
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Dias 75
WorkflowPiles/Pile Caps/Deck Elements
In background dots – steel pile deliveriesDots in background – steel pile deliveries
Colorful squares – deck element deliveries
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Bauer BG46
Sidefod
Dias 76
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Planning sketchPiles/Pile Caps/Deck Elements
Dias 77
Sketch is made for distribution after determining workflow.
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Dias 78
Planning sketchOverall planning
Sketch is made for distribution after determining workflow.
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Dias 79
Sketch is made for distribution after determining workflow.
Planning sketchL-Wall installation
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Dias 80
Planning sketchSheet Piles installtion
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Dias 81