In heavy engineering and infrastructure projects, there are times when entire structures must be moved, not dismantled, but relocated intact. From replacing railway bridges to repositioning observatories, relocating historic buildings, or supporting nuclear facility decommissioning, engineers increasingly rely on slide bearing technology to move structures weighing thousands of tonnes safely and precisely.
These controlled movements rely on one key principle: reducing friction while maintaining load support.
Key Applications of Slide Bearing Technology
Engineering Challenges in Structural Sliding
Real-World Case Studies of Moving Massive Structures
The Role of High-Performance Polymer Bearings
Slide bearings are mechanical interfaces designed to support extremely high loads while allowing controlled movement between two surfaces. Typically, they consist of a low-friction sliding material such as PTFE paired with polished stainless steel, creating a surface that can support heavy structures while allowing them to move horizontally with minimal resistance.
This configuration enables structures to slide smoothly under controlled forces, often applied by hydraulic jacks or winch systems.
Slide bearings are commonly used in:
Their ability to handle high loads at very low sliding speeds makes them particularly suitable for moving large structures.
When relocating or positioning large structures, engineers often construct temporary sliding tracks or skidways. The structure is lifted slightly onto slide bearings or sliding plates, and then hydraulic jacks push the structure along the track to its new position.
The concept is simple in theory but highly complex in practice. The sliding interface must support enormous loads while maintaining predictable friction characteristics.
In many projects, PTFE-based sliding surfaces are used, as they maintain low friction even under extremely high pressures.
Bridge Construction and Replacement
One of the most common uses of structural sliding systems is bridge installation and replacement.
Instead of demolishing and rebuilding a bridge directly above a railway or road, engineers often:
This approach dramatically reduces disruption.
For example, a 4,000-tonne railway bridge was constructed off-line and then slid into its final position during a scheduled closure, significantly reducing the overall construction schedule.
Relocating Historic Buildings
Entire buildings have been moved using sliding or rolling systems to preserve heritage structures or allow urban redevelopment.
In some cases:
One notable example is the Cudecom Building in Bogotá, a 7,000-ton structure that was relocated in one piece to allow construction of a new avenue.
Similar sliding relocation methods have been used worldwide to preserve temples, churches, and historic buildings threatened by development or environmental risks.
Infrastructure Installation
Sliding systems are also used when installing large prefabricated infrastructure modules, such as tunnels or underpasses.
In these projects, the structure is constructed nearby and then slid into position along prepared tracks, minimizing disruption to traffic or rail operations.
This technique allows:
Nuclear Decommissioning and Industrial Projects
Large energy facilities, including nuclear installations, often involve heavy shielding structures and massive equipment that cannot easily be dismantled.
Sliding systems are used to:
In high-load environments such as nuclear plants, sliding bearings are often engineered with PTFE or composite sliding materials paired with stainless steel surfaces to maintain low friction under extreme pressures.
Observatory and Precision Structures
Astronomical observatories frequently rely on sliding or rolling bearing systems to allow large domes or roof sections to move smoothly.
Although these systems operate on a smaller scale than infrastructure relocation, the principle is identical: high load capacity combined with controlled, low-friction movement.
The rotating domes of observatories often run on bearing rings or sliding systems that allow the structure to move precisely while supporting significant weight.
The success of large-scale sliding operations depends heavily on material selection.
The sliding interface must:
Materials such as PTFE and advanced engineered composites are frequently used because they provide:
These characteristics make them ideal for structural bearings operating under demanding conditions.
Moving structures weighing thousands of tonnes requires careful planning and analysis. Engineers must consider:
Even a small misalignment could introduce excessive stresses into the structure.
For this reason, sliding operations are often simulated and tested extensively before execution, particularly for critical infrastructure.
As infrastructure becomes larger and more complex, sliding and bearing technologies are becoming increasingly important.
Modern engineering trends driving their adoption include:
Advances in low-friction materials, composite bearings, and precision hydraulic systems are making it possible to move structures that were once considered immovable. In essence, slide bearings turn massive structures into controllable systems, allowing engineers to move thousands of tonnes with millimetre precision.
Large-scale structural movement is no longer theoretical. Across infrastructure, urban planning, and industrial engineering, many projects have demonstrated how sliding systems, rollers, and hydraulic jacking can safely move structures weighing thousands of tonnes.
These case studies highlight how low-friction interfaces and controlled sliding systems enable these extraordinary engineering feats.
Case Study 1: Relocating the 7,000-Tonne Cudecom Building (Colombia)
One of the earliest and most famous examples of structural relocation is the Cudecom Building in Bogotá.
The eight-storey residential building stood in the path of a planned avenue. Instead of demolishing it, engineers chose to relocate the entire structure intact. The building was lifted from its foundations and placed on a system of steel rollers and hydraulic jacks, which allowed it to be pushed gradually to its new location.
Preparation took more than a year, but the actual relocation took just nine hours, setting a record at the time for the heaviest building ever moved.
Although rollers were used in this historic project, modern equivalents often use PTFE-based sliding bearings or skid systems to achieve similar low-friction movement with greater control.
Case Study 2: Moving a 6,800-Tonne Factory Building in Zurich
In 2012, a historic industrial building belonging to the former Maschinenfabrik Oerlikon factory in Zurich had to be relocated to make room for new railway infrastructure.
Engineers inserted steel supports into the structure and transferred the building onto a steel frame supported by hundreds of rollers running on rails. Hydraulic jacks then pushed the building at a speed of around 4 metres per hour, completing the relocation in roughly 19 hours.
This approach demonstrates how low-friction sliding or rolling systems allow precise control, even when moving structures weighing thousands of tonnes.
Case Study 3: Rapid Bridge Installation Using Sliding Systems (France)
Structural sliding is widely used in modern infrastructure projects, particularly for bridge installation.
One example involved a three-span bridge in Forges-les-Eaux, France, which weighed approximately 1,300 tonnes. The bridge was moved laterally 45 metres using an air-pad sliding system combined with hydraulic jacks.
Because the sliding system reduced friction to less than 1% of the load, relatively small jacks could move the massive structure efficiently. The entire relocation took just over two hours.
This technique, often used in Accelerated Bridge Construction (ABC), allows bridges to be built nearby and then slid into place during short closures, minimising disruption to transport networks.
Case Study 4: Rotating a 30,000-Tonne Bus Terminal in China
One of the largest structural movements ever performed took place in Xiamen, China, where engineers had to reposition a newly built bus terminal to make room for a high-speed railway.
The building was lifted onto hundreds of hydraulic supports and rolling mechanisms, allowing it to pivot into a new orientation rather than being demolished and rebuilt.
The project demonstrated the growing scale of structural relocation technologies and how modern hydraulic and sliding systems can reposition extremely large infrastructure.
Case Study 5: Sliding the Shanghai Concert Hall
To protect the historic Shanghai Concert Hall from noise and environmental impacts caused by nearby infrastructure, the entire building was relocated.
The structure was placed on a sliding platform and moved forward, then lifted slightly to reach its final elevation.
This project illustrates how sliding techniques can preserve heritage structures while allowing surrounding urban infrastructure to evolve.
Across these examples, several engineering principles remain consistent:
These case studies demonstrate that with the right bearing technology and engineering design, structures weighing tens of thousands of tonnes can be moved safely and precisely.
Case Study 6: Relocating the Cape Hatteras Lighthouse (USA)
One of the most famous building relocations in history involved the Cape Hatteras Lighthouse, the tallest brick lighthouse in the United States.
By the late 1990s, coastal erosion threatened the structure, leaving it dangerously close to the Atlantic shoreline. Engineers decided the safest option was to move the entire lighthouse inland rather than dismantle it.
Project highlights
To relocate the lighthouse, engineers constructed a steel support frame beneath the structure and transferred its load onto a series of rollers running along steel tracks. Hydraulic jacks slowly pushed the lighthouse along the track system at a speed of roughly 1.5 metres per minute.
The move took 23 days and was completed without damage to the historic structure. Today, the lighthouse remains fully operational in its new location, safely away from the advancing shoreline.
The project demonstrated how careful load distribution and low-friction movement systems can successfully relocate fragile heritage structures weighing thousands of tonnes.
Case Study 7: Transporting the Space Shuttle Launch Platforms
Large sliding and rolling bearing systems are also used in some of the most demanding engineering environments on Earth, including space launch facilities.
At the Kennedy Space Center, NASA uses enormous tracked vehicles known as crawler transporters to move rocket launch platforms from the assembly building to the launch pad.
These platforms support rockets such as those used in the Space Shuttle programme and now the Space Launch System.
Crawler transporter specifications
Although these systems use tracked mechanisms rather than pure sliding plates, the engineering principle remains similar: massive loads must be supported while minimising friction and maintaining precise control during movement.
The transporters rely on advanced bearing systems and carefully engineered contact surfaces to handle the enormous loads involved in moving fully assembled rockets.
Projects like these highlight how structural movement has evolved into a sophisticated engineering discipline. With the right combination of load distribution, hydraulic control, and low-friction bearing materials, engineers can safely move structures that once seemed impossible to relocate.
For industries such as:
sliding bearing systems provide a reliable method for controlling heavy loads during installation, repositioning, or dismantling operations.
Modern sliding materials, including PTFE-based composites and other engineered low-friction polymers, play a critical role in these applications. Their ability to operate under high compressive loads while maintaining predictable friction behaviour makes them well suited to structural sliding systems.
From historic lighthouses to space launch platforms, slide bearings and low-friction materials are helping engineers safely move the immovable
At the heart of many structural sliding systems is a critical component: the low-friction bearing interface.
While early structural relocation projects relied heavily on steel rollers or greased metal surfaces, modern engineering increasingly uses high-performance polymer bearing materials to deliver more predictable and reliable sliding performance.
Materials such as Polytetrafluoroethylene (PTFE) and other engineered polymer composites are widely used in slide bearing systems due to their unique combination of properties, including:
These characteristics make polymer bearings particularly suited to applications where structures weighing thousands of tonnes must move slowly and precisely, often over only a few metres but under enormous load.
In many infrastructure and industrial projects, polymer sliding elements are paired with polished stainless steel surfaces, creating a durable bearing system capable of supporting heavy loads while maintaining consistent friction performance throughout the movement process.
For engineers designing relocation systems, bridge installations, or heavy equipment movement, the selection of the sliding material is a critical part of the design process. Load capacity, temperature range, environmental exposure, and long-term wear performance all need to be considered to ensure safe and predictable operation.
Companies specialising in high-performance polymers and precision-machined components like Fluorocarbon, play an important role in supporting these engineering solutions, providing both the materials and the expertise needed to design reliable sliding systems for demanding applications.
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