The importance of carrying out bearing and expansion joint inspections by proficient and competent engineers who understand their functionality can often be key to maximising a structure’s lifespan and avoiding major, unexpected, emergency repair costs.
USL Ekspan have carried out a number of projects for swing bridges and foot bridges. From design, fabrication of all structural components, to trial erection and final installation. Details of these type of bridge installations can be supplied on request.
Boston Manor Viaduct, located just off Boston Manor Road, is a 1km long, steel, 17 span elevated section of the M4 motorway in west London. The Viaduct carries the M4 motorway into London and is the main route from central London to Heathrow airport. An inspection carried out by a third party revealed the existing roller bearings required immediate remedial works. During the emergency works Ekspan designed and installed temporary packers capable of both supporting and allowing the structure to articulate should the bearings fail. Geoffrey Osborne Ltd employed USL Ekspan to fabricate and install temporary jacking frames to allow access to the roller bearings for the remedial works to be carried out.
Jacking of twin bridge beams with bespoke temporary works
USL Ekspan’s Workscope
Following a full survey of the bearings, bearing shelves and bridge beams, USl Ekspan supplied and installed bespoke temporary jacking frames and hydraulic cylinders to transfer the bridge dead load from the permanent bearings to be fully supported by the temporary works. USL Ekspan also manufactured new bearing components to enable replacement of the existing worn components only and interface with the remaining bearing parts.
The remedial works to the roller bearings were carried out one at a time, each completed during a single night shift. The structure was jacked up, the hydraulic cylinders were mechanically locked off, and the hydraulic equipment and temporary support packing plates were then removed. The bearing top plate, roller top, bottom plate, and the top and bottom racks were all removed, the existing components were cleaned and inspected, then the removed bearing components were replaced with new components manufactured by USL Ekspan. De-jacking the structure could then commence, with transferal of the dead load back onto the roller bearings.
Bearing height monitoring of vertical deflection
USL Ekspan’s expert knowledge in this area of work and precision planning were essential requirements for this project - as associated hazards such as working at height, lifting, propping and jacking, are potentially highly hazardous to both the structure and personnel.
The successful completion of this project resulted in USL Ekspan being invited to the Atkins Bridge Engineering awards in Birmingham. M4 Boston Manor Viaduct bearing renewal was given the Special Award for Best Collaborative Approach to Safe Design. The judges identified this as a fantastic example of all parties in the scheme working together to implement a solution, which considered the logistical constraints of the site, the risk to the structure, stakeholders and the detailed planning that went into measuring and recording the activities during the jacking works.
For more information please contact +44 (0) 113 8418861 or email firstname.lastname@example.org