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約25km
Haneda Airport
Tokyo Bay
富津地区
UFC factory
富津岬富津岬
県立富津公園
市民ふれ あい公園
西岸壁
浦賀水道浦賀水道
折富運河
内房線
内房線
富津岬
県立富津公園
市民ふれ あい公園
西岸壁
浦賀水道
折富運河
内房線
Landing zone B (UFC slab 250mm)
Runway (PCa slab 380mm)Landing zone (PCa slab 340mm)High speed exit taxiway (PCa slab 340mm)Shoulder (PCa slab 335mm)Landing zone A (PCa slab 300mm)
UFC factory
Client ; Tokyo Airport construction Office, Kanto Regional Development Bureau, Ministry of Land, Infrastructure and TransportContractor ; Taisei Corporation
Area of Sea-based platform ; 520,000m2
Undersea Piles ; 1,170 PCSSteel Jackets ; 198 lotsArea of UFC slabs ; 192,000m2
Total Number of UFC slabs ; 7,000PCS
【Basic concept of Sea-based platform】
【Details of Sea-based platform of D-Runway】
UFC slab
Jacket
Piles
UFC slab
Jacket
Piles
Rendering View of Haneda Air Port D-Runway
UFC slab factory is located on the opposite shore of Haneda Airport. Our products are shipped to construction site via the ferry boat.
Summary of Haneda Airport D-Runway construction
UFC slab factory
Haneda Air Port D-Runway is under construction as 4th runway which responds to the increase of domestic and international transportation.The new runway is located beside the operated air port. The hybrid structure is composed of the landfill area and the sea-based platform.The sea-based platform is composed of 70m depth of undersea foundation- piles, steel jacket structure and finish pavement. The method was applied to sustain flow of Tamagawa river.
Batcher plant
A Line
B Line
UFC slab
Pre-tensioning abutment Beams for pre-tensioning
secondary curing tank
Plant area 47.5m Production area 133.5m Curing area 30.0m Inspection area 23.0m
Gantry craneProduction yard 200m×45m
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Ductal-FM(Metallic fiber)
Concrete
50
25
0 Displacement (mm)
Flexural strength σb (N/mm2)
Summary of the UFC slab productionSummary of the UFC slab productionAdvantage of using the UFC slab
Ductal, which is one of the Ultra high strength Fiber reinforced Concrete (UFC), is a new concrete material that possesses excellent characteristics such as ultra high strength, high ductility, high durability, and high fluidity. Ductal also has a noteworthy feature that it requires no reinforcing bars.
Advantage of using the UFC slab Overview of DuctalOverview of Ductal
UFC slab factoryUFC slab factory
Structural outline of the UFC slab
Layout plan of the UFC slab factory
Feature of Ductal
Manufacturing process
Beams that have equal bending strength
ConcreteDuctalSteel
SuperplasticizerDuctal premix
Ductal ingredients
Metallic fibers
【High ductility】
Assembling of formwork Installing of prestressed wires
Mixing of UFC Casting of UFC Primary curing Demoulding Secondary curing Check up Treatment of the end of wires
Urethane-coating
Stock
Shipping
Typical flexural deflection curve
weight : 97kN/slab
【High durability】 Diffusion coefficient of chloride ions (cm2/year)
Ductal consists of the premix powder, specified fibers and Superplasticizer.
UFC slab
Steel girder
UFC slab
Detail dimension of slab
Batcher plant
Production yard200m*45m
Stock yard300m*80m
* Ductal properties listed are obtained from specimens which are steam cured at 90℃ for 48 hours after demoulding.* Compression specimens are cylindrical with 5 cm diameter and 10 cm height.* Bending specimens are rectangular prisms which measure 4cm by 4 cm by 16 cm.
【Comparison of physical properties】
DensityCompressive strengthFlexural strengthTensile strengthYoung's modulusShrinkageWater permeability
22.5~23.0~36~5~325
600~800 1.0×10
kN/m3
N/mm2
N/mm2
N/mm2
kN/mm2
μcm/sec
ConventionalconcreteItem Unit
‐ 10
25.5~210 ~45~95050
1.0×10
Ductal
‐ 15
3610
7820
404 377
14082SWPR7B 1S15.2
SWPR19 1S19.3
250
75
89
0.014~0.9
Conventional concrete
0.0019
Ductal
filling concrete
water proofing coating
stadfilling concrete
water proofing coating
formworkrubber platerubber platerubber plate
girder mortar
Tokyo International Airport(Haneda Airport)Re-expansion Project
UFC Slab Factory
Tokyo International Airport(Haneda Airport)Re-expansion Project
UFC Slab Factory
Tokyo International Airport(Haneda Airport)Re-expansion Project
UFC Slab Factory
It is possible to reduce the weight of slab, therefore to reduce the cost of steel jacket and piles.It is possible to reduce the maintenance cost.
Highstrength
Highfluidity
Highdurability
Hightoughness
Highcompacted
density
Highductility
Ductal