Oval Village, London

Oval Village, London

Aerial top down view of a large cirucular, wrought-iron gasholder frame in a construction site at the Oval Village, London
Aerial top down view of a large cirucular, wrought-iron gasholder frame in a construction site at the Oval Village, London

Client: Keltbray (Demolition and Groundworks Contractor)
Developer: Berkeley Group
Location: Kennington, London (former Oval gasworks)
Berkeley Group's Oval Village transforms a 2-hectare former gasworks into over 700 homes with commercial and leisure facilities. The centrepiece is the Grade II listed Gasholder No.1, a fragile wrought iron frame that had to remain in place while we lowered the tank wall, built a new capping beam, and installed supporting columns beneath it.

Wentworth provided construction engineering from initial concept stage through to detailed temporary works design and construction sequencing.

OUR ROLE

OUR ROLE
Our engagement began several years before construction when we were approached to develop a retention strategy for the gasholder frame.

We provided:

  • Structural assessment of the wrought iron frame under wind loading in temporary conditions
  • Detailed temporary works sequencing and design for reusable support towers
  • Jacking system design to transfer frame loads during wall reduction and new beam construction
  • Construction methodology coordinated with new structural element geometry
  • Stakeholder engagement materials for heritage and planning approvals

Capabilities

Capabilities

  • Buildings
  • Adaptive Re-use
  • Strategic Decommissioning
  • Structural Engineering
  • Construction Method Engineering
  • Temporary Works

Supporting a heritage frame during structural alterations

Supporting a heritage frame during structural alterations
The Grade II listed gasholder frame required support while we lowered the top of the existing tank wall and constructed the new capping beam below it. The wrought iron structure was in poor condition, and traditional approaches of dismantling and re-erecting risked heritage approval challenges and structural damage to the delicate ironwork.

We designed a system of temporary support towers needled back through the new capping beam position to the existing tank wall below. This in-situ retention approach maintained the frame's structural integrity throughout the works and avoided intervention into the listed superstructure, significantly improving the likelihood of heritage approvals.

The needled support system enabled Keltbray to proceed with confidence that the fragile heritage structure would remain stable throughout all construction phases.
Aerial photograph of Oval Gasholder No 1 during construction of the Oval Village
Aerial photograph of Oval Gasholder No 1 during construction of the Oval Village

Providing lateral stability during phased jacking

Providing lateral stability during phased jacking
Construction workers near the base of arge concrete suppots during construction of the Oval Village, London
Construction workers near the base of arge concrete suppots during construction of the Oval Village, London
Transferring the frame's weight onto the new structure required a controlled jacking sequence, but the support towers also needed lateral stability during these operations. Any differential movement or instability could damage the historic ironwork or create unsafe working conditions.

We developed a phased jacking methodology integrated with lateral bracing for the support towers. The towers were designed for reuse through multiple construction stages, maintaining a robust stability path at each phase. Our wind loading analysis verified tower performance throughout the temporary condition.

This reusable tower strategy streamlined construction by eliminating the need for complete tower removal and replacement, saving programme time while protecting the heritage frame.

Securing stakeholder approval for heritage retention

Securing stakeholder approval for heritage retention
The gasholder's retention was central to planning approval, requiring clear demonstration that our approach would protect this defining landmark. Multiple stakeholders including heritage bodies, planners, Berkeley Group, and Keltbray, needed confidence in the technical approach before committing to the scheme.

We created detailed construction sequence documentation with visual information showing each phase of the support, wall reduction, and beam construction. The materials clearly demonstrated how the phased approach maintained structural integrity without interfering with the listed structure.

Our comprehensive stakeholder engagement package helped secure the necessary approvals and gave all parties confidence to proceed with this heritage-led development.
Sunny construction site of Gasholder No 1 frame made of green metal steelwork. Inside the frame is a concrete foundation and several concrete pillars for the base of a new building under construction
Sunny construction site of Gasholder No 1 frame made of green metal steelwork. Inside the frame is a concrete foundation and several concrete pillars for the base of a new building under construction

OUTCOMES

OUTCOMES
This project show how innovative temporary works can support the retention of heritage structures within a major development.

Key results:


  • Heritage protection: In-situ retention approach avoided dismantling risks and secured planning approval for Grade II listed structure
  • Cost efficiency: Reusable support tower system streamlined construction and eliminated multiple mobilisations
  • Contractor confidence: Detailed construction sequencing gave Keltbray certainty to execute works around fragile heritage frame
  • Planning success: Comprehensive stakeholder engagement materials secured approvals for this defining development feature


Oval Village is now complete, with the retained Gasholder No.1 forming a distinctive centrepiece of the Kennington development.