Section Survey
Span, height, concrete thickness and working space are defined during the metro tunnel site survey.
OUR PROCESS
Span, height, concrete thickness and working space are defined during the metro tunnel site survey.
Panels, chassis, platforms and the travel system are included in the metro tunnel formwork package.
Fresh concrete pressure, reinforcement density and niches are built into the design.
Formwork faces and the load-bearing chassis are fabricated to the project cross-section.
Internal and external supports and working platforms are erected on site.
Once the concrete has gained strength, the formwork is released and moved to the next section on rails or wheels.
Cycle records and operating notes are handed over to the client.
IMPLEMENTATION
Tunnel geometry may be rectangular, arched, oval or composite. The reinforced-concrete details are studied rather than standard dimensions assumed.
Formwork faces, chassis, platforms and travel system are designed together, with reinforcement, niches and penetrations taken into account.
Concrete supply, reinforcement, installation and preparation for the next stage run in a single cycle. Site supervision can be provided for the first pour.
ABOUT THE SERVICE
Metro tunnel formwork is a purpose-built formwork system used to form tunnel cross-sections accurately and repeatably in metro lines, station structures, cut-and-cover tunnels, underground passages and reinforced-concrete transport infrastructure. Rayf Teknik brings its site experience in slipform and special engineered formwork to metro tunnel projects, developing project-specific formwork solutions based on the tunnel's span, height, cross-sectional geometry, concrete thickness and available working space.
Not every metro or tunnel structure shares the same geometry. Reinforced-concrete tunnels may have rectangular, arched, oval or project-specific composite cross-sections. Metro tunnel formwork therefore needs to be designed around the project's reinforced-concrete details rather than built to standard dimensions. Formwork faces, the load-bearing chassis, working platforms, internal and external supports and the travel system are assessed together so that the system runs smoothly on site.
On long metro lines, identical or similar tunnel cross-sections may be repeated many times. On such projects, transferring the formwork to the next pour section on a travelling carrier system, rather than completely dismantling and re-erecting it after every pour, offers a major advantage. Once the concrete has gained the required strength, the formwork faces are released from the concrete and the system can be moved to the new working area on rails, wheels or a project-specific travel mechanism.
The approach to formwork movement, concreting programme and site organisation that Rayf Teknik applies in slipform provides an important engineering foundation for the development of metro tunnel formwork. Concrete supply, reinforcement works, formwork set-up, concreting and preparation for the next stage are all planned within a single work cycle.
Designing metro tunnel formwork involves far more than the tunnel's internal dimensions. Reinforcement density, fresh concrete pressure, working space, mechanical penetrations, niches, connection points and other reinforced-concrete details are all built into the system design. It is essential that the formwork faces hold their geometry under concrete pressure and can be reused with the same precision after every pour.
Where project conditions allow, systems manufactured by Rayf Teknik can be redeployed in later stages or on other projects. The existing load-bearing structure can be retained while panels, connections or support elements are revised to suit a new tunnel cross-section. In this way, the formwork investment made for the first project continues to deliver value on subsequent projects.
As with slipform systems, site supervision can be provided where required to companies that purchase metro tunnel formwork. Technical support during installation, the first pour, moving the formwork and establishing the work cycle ensures that the site team uses the system correctly and efficiently. Rayf Teknik's aim is to develop metro tunnel formwork solutions for metro and tunnel projects that are safe, durable, reusable and fully matched to the project geometry.
TECHNICAL SPECIFICATIONS
Metro tunnel formwork is engineered according to tunnel cross-section, concrete thickness and site access. The rows below show a typical application framework.
TECHNICAL ADVANTAGES
Metro tunnel formwork brings cross-section, travel and reuse together in one solution. The advantages are set out point by point below.
Rectangular, arched or composite tunnel geometry is built into the formwork.
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Rectangular, arched or composite tunnel geometry is built into the formwork.
SERVICE GALLERY

TECHNICAL SUPPORT
Our technical team will contact you to arrange a site survey and quotation for your metro tunnel formwork.
Information & FAQ
Short answers on the scope, duration and handover of metro tunnel formwork.
Metro tunnel formwork is a purpose-built system that produces reinforced-concrete sections repeatably in metro lines, stations, cut-and-cover tunnels and underground passages. Span, height, concrete thickness and niches are resolved for each project rather than taken from a standard catalogue. The load-bearing chassis, panels, platforms and travel mechanism are designed together. Rayf Teknik brings its slipform site discipline to this horizontal, repetitive form of construction. The aim is to maintain exactly the same geometry with every pour.
If a tunnel niche is overlooked, panels have to be cut, compromising watertightness and dimensional accuracy. The niche schedule is included in the first fabrication drawings, and no holes outside that schedule are made on site.
No. Rectangular, arched, oval and composite sections are also engineered. Metro structures cannot be reduced to a single geometry; station and running-tunnel sections are often different. The formwork face is therefore shaped to the reinforced-concrete details. Reinforcement spacing, fresh concrete pressure and mechanical penetrations are all incorporated into the design. Forcing standard dimensions onto a project leads to surface voids or congestion.
Where an arch meets a rectangular section, concrete pressure concentrates at the corner, so supports are spaced more closely at that point. Standard room-type formwork cannot carry this corner load.
On long tunnel runs, this is not desirable. Once the concrete has gained strength, the faces are released and the system is moved to the next pour section on rails, wheels or a custom travel mechanism. This reduces full dismantling and re-erection at every stage. Cross-section and level must be maintained during travel. The cycle consists of reinforcement, concreting, striking and transfer.
If the rails become fouled during transfer, the system can tip. Cleaning and level checks precede every move, and a rushed transfer compromises the next pour.
If the load-bearing chassis is suitable, panels, connections and supports can be revised to suit a new cross-section. The aim is for the initial investment to keep paying off in later stages. A different span may require entirely new faces; this is identified during the site survey. Site supervision can be provided to the purchasing team for installation and the first pour. Records show which components can be adapted.
Adaptation does not mean fitting old holes to new reinforcement at random. A revision drawing is produced and each reused component is marked. Any work beyond these limits counts as new fabrication.