Please refer to ˇ§Project Referencesˇ¨ where all our project references are available for download |
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Client
THSRC; the Taiwan High Speed Rail Corporation; the BOT concessionaire company responsible for the 345 km high speed rail project.
Project
Hochtief / Ballast Nedam / Pan Asia; HBP Joint Venture for Contract C 250, Design Unit DU 03.04.
Services
- Contractors consultant
- Equipment design
Services period
2001 - 2003 |
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Client
- MOTC, Ministry of Transportation
- and Communications
- Pan Asia Contractor
Project
No.6 National Highway, Contract
C 601 balanced cantilever bridge equipment in Nantou County.
Services
- Formwork traveller design
- Deck formwork design
- Pier formwork design
- Pier head formwork design
- Construction consulting
- Construction supervision
- Construction stage calculations
- Camber control calculations
- Prestress shop drawings
Services period
2005 ˇV 2008 |
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Client
THSRC; the Taiwan High Speed Rail Corporation; the BOT concessionaire company responsible for the 345 km high speed rail project between Taipei and Kaohsiung.
Project
Design and Construct C 260; for the joint venture of Bilfinger Berger and Continental Engineering.
Services
- Launching equipment design and
- fabrication
- Formwork mould design
- Casting yard design
- Subcontractors consultant
- Specialist consulting services
Services period
2001 ˇV 2003 |
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Client
Kung Shin Contractors, Taiwan.
Project
Taipei Rapid Transit System, Mucha Line, is being extended to the district of Neihu, and called the Neihu Line.
Services
- Precast pier cap mould design
- Precast segmental mould design
- Design of the equipment for the
- segmental cantilever erection
- Design of the erection equipment
- for full span precast girders
Services period
2004 - 2006 |
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Client
THSRC; the Taiwan High Speed Rail Corporation; the BOT concessionaire company responsible for the 345 km high speed rail project between Taipei and Kaohsiung.
Project
Design and Construct C 295; for the Evergreen Construction / Italian Thai
/ PEWC; the EIP Joint Venture, for
the design of fifteen sets of dual span movable scaffolding equipment.
Services
The equipment incorporated a quick and easy operating procedure and allowed the contractor to achieve the very high production rates necessary to complete the advancing shoring construction of Contract C 295 within the schedule requirements
Services period
2001 - 2003 |
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Client
Black Stone Construction.
Project
Modification designs to one set of
movable scaffolding system (MSS) equipment; for advancing shoring
construction of the Second Freeway Contract WH 48 - 2.
Services
- Detail static calculations for the MSS
- equipment
- Drawings for modifications to the MSS
- equipment
- Inspection during the fabrication
- Construction engineering support
Services period
2001 - 2002 |
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Client
- MOTC; Ministry of Transportation
- and Communications
- Chun - Yuan Contractors
Project
Design and construction engineering services for the four sets of balanced cantilever equipment form travelers; with triple main frames used for the
construction of 3 balanced cantilever bridges on Contract E708 - 4.
Services
- Form traveler design and fabrication
- Formwork design
- Construction stage calculations
- Camber calculations and bearing
- presets
- Project planning, consulting and
- supervision
- Shop drawings
Services period
2004 - 2007 |
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Client
Kung Hsin Contractors, Taiwan.
Project
Second Freeway, Contract C 360, Taiwan.
Services
- Launching equipment design
- and fabrication
- Formwork design
- Construction planning, consulting
- and supervision
- Construction stage calculations
Background
Incremental launching equipment was designed for the construction of two parallel; single cell prestressed concrete box girders for the Second Freeway Contract C 360.
Services period
1996 ˇV 1999 |
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Client
THSRC; the Taiwan High Speed Rail Corporation; the BOT concessionaire company responsible for the 345 km high speed rail project.
Project
Design Construct Lot C 250; Hochtief
/ Ballast Nedam / Pan Asia; the HBP Joint Venture.
Design of two of the temporary works steel loading platforms to receive the high speed rail concrete box girders from the two precast factories.
Background
Over 70%, or 27 km, of the length of
C 250 comprised of standard viaducts,
and to precast each span and erect by overhead gantry was the fastest and most efficient method of construction for such a large number of repetitive viaduct spans.
Services period
2001 - 2005 |
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