https://www.qedstructures.com/wp-content/uploads/2026/04/Resized-Website-1024x684.jpg

One Horsham Gate

2043

Horsham

The project initially involved the replacement of defective external cladding; however, once the façade was opened up, significant deterioration to the underlying structural timber frame was discovered as a result of prolonged water ingress. The scope of works therefore evolved from a straightforward cladding replacement into a structural remediation project, requiring detailed assessment of the existing timber frame and the design of targeted strengthening and repair measures to restore structural integrity while accommodating the new cladding system. Key challenge: Responding to unforeseen structural timber damage uncovered during façade works and adapting the design to deliver effective remediation alongside cladding replacement.

RIBA Stage 5

Residential

https://www.qedstructures.com/wp-content/uploads/2026/04/Resized-Website-2-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2026/04/Resized-2-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2026/04/IMG_7597-1024x768.jpg

Brittania House

2023

Kingsway, Hove

A structural assessment of an existing six‑storey residential and office building located near the sea was undertaken to determine the strengthening works required to enable the construction of three additional floors above the existing structure. The increase in loading required strengthening to the existing foundations; however, a solution was developed that allowed the original pad foundations to be retained in situ, significantly reducing disruption and remedial works on site. The final approach involved coring new piles through the existing pad foundations, transferring the additional loads to competent ground at depth where bearing capacity was sufficient. This avoided overstressing the ground at foundation level, which would otherwise have been unsuitable for the increased loads, particularly given the coastal location. To further minimise the impact on the existing structure, the superstructure for the additional floors was constructed in timber frame, reducing the overall dead load and improving buildability within the constraints of the existing building. Key challenge: Developing a cost‑effective foundation strengthening solution that limited disruption to a coastal site while retaining the existing pad foundations and safely accommodating additional loads.

£2m

RIBA Stages 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2026/04/IMG_7610.jpg

https://www.qedstructures.com/wp-content/uploads/2026/04/IMG_7593.jpg

https://www.qedstructures.com/wp-content/uploads/2026/01/SCC_Manor_Edited.png

SCC Manor

1973

Surrey, UK

This project forms part of Surrey County Council’s Supported Independent Living programme, delivering specialised accommodation for adults with learning disabilities and/or autism. Across three sites (Coveham, Horley, and Manor) the scheme provides new homes designed to support residents in maintaining or developing their independence within the community. At the Manor site, the development comprises six apartments and two townhouses, designed to meet both residential and accessibility requirements. QED Structures provided the structural design for the apartments and townhouses, as well as below ground drainage, external levels and pavement design across all three sites. Key challenge: Ensuring accessibility and sensitive design were incorporated throughout, alongside navigating design team changes and personnel transitions within the project.

N/A

RIBA Stages 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2026/01/SCC_Manor_Edited2-1.png

https://www.qedstructures.com/wp-content/uploads/2026/01/Projects-page-3.png

https://www.qedstructures.com/wp-content/uploads/2025/11/DSCF0939-1024x683.jpg

Henley Road Electric Bus Facility – Silvertown

1921

London

This project involved the construction of London’s first purpose-built electric bus garage, designed to meet the operational and infrastructural demands of a modern zero-emission fleet. The facility integrates advanced electrical systems, high-capacity charging infrastructure, and robust load-bearing frameworks to support electric bus maintenance and deployment. Strategically located in Silvertown, the development plays a key role in the capital’s sustainable transport network. Key challenge: Delivering a structural solution capable of accommodating significant electrical and mechanical installations while ensuring long-term durability and compliance with stringent environmental and operational standards.

£5m

RIBA Stages 2-5

Transport

https://www.qedstructures.com/wp-content/uploads/2025/11/DSCF0948-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/11/DSCF0977-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/11/shared-image-4-1024x768.png

42 Brighton Road

1917

lancing, UK

A high-end residential development positioned directly on Lancing Beach, comprising two storeys plus a lower ground floor with significant rear balconies overlooking the sea. The lower ground floor was constructed using a continuous piled wall and reinforced concrete liner, while the superstructure was formed using a steel frame with composite metal decks, founded on mass concrete footings. Key challenge: Delivering a robust structural solution for a beachfront property exposed to challenging environmental conditions.

RIBA Stages 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/11/shared-image-16.png

https://www.qedstructures.com/wp-content/uploads/2025/11/shared-image-1.png

https://www.qedstructures.com/wp-content/uploads/2025/11/MicrosoftTeams-image-28-1-1024x683.jpg

1-5 Eirene Road

1912

goring-by-sea, UK

Construction of a new seven-unit residential apartment block located adjacent to the beach. The design featured large cantilevered terraces and a set-back top floor to maximize views and outdoor space. Due to poor ground conditions, stone column ground improvement techniques (vibro-compaction pile foundations) were employed to ensure stability and support for the structure. Key challenge: Delivering a structurally sound solution on challenging ground conditions while achieving the architectural vision of expansive terraces.

£2M

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/11/MicrosoftTeams-image-29-1-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/11/Edited-photo-2.png

https://www.qedstructures.com/wp-content/uploads/2025/11/Edited-image-2.3-1024x695.png

107 Marine Drive

1908

rottingdean, east sussex

A new coastal apartment block with basement car parking constructed along Rottingdean’s coast road. The basement was formed using contiguous piled retaining walls, providing essential support for the structure. The superstructure was reinforced concrete, enabling large overhangs and cantilevers in the design. The development also included two timber-framed mews houses at the rear of the site. Key challenge: Managing complex basement construction and integrating multiple structural systems within a constrained coastal site.

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/11/Edited-image.jpg

https://www.qedstructures.com/wp-content/uploads/2025/11/Edited-image-3.png

https://www.qedstructures.com/wp-content/uploads/2025/05/Royal-View-1-1024x695.png

royal view

1723

brighton, east sussex

The first Cladding Safety Scheme in the UK to enter the construction phase, delivered in collaboration with CBG Construction. The project involved façade remediation works to improve fire safety performance, including the replacement of timber decking and cladding to enhance durability, fire resistance, and overall appearance. Key challenge: Implementing fire safety upgrades while maintaining the building’s aesthetic and minimizing disruption to residents.

£2.5M

RIBA Stages 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/05/Royal-View-2.png

https://www.qedstructures.com/wp-content/uploads/2025/05/Royal-View-3.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-8-1024x695.png

philip southcote school – hydrotherapy pool

1653

weybridge, addlestone

Working alongside Morgan Sindall, QED structures undertook the structural and civil engineering for the Hydrotherapy pool and associated structure. The structure comprised of a steel braced frame spanning over the pool onto concrete bearing foundations. The changing and pool facilities area were constructed using load bearing blockwork and timber joisted roof. Key challenges: One of the key challenges on the project was the coordination a detailing around the balance tank, which was located externally and tight up against a boundary line. The build sequence, in particular with the foundations needed to carefully consider the time of this tank installation to ensure the building didn’t get undermined. QED installed a reinforced ring beam into the top of the mass concrete footings, to span horizontally so that when the tank was installed or replaced at a later stage the footings would remain stable.

£TBC

RIBA Stages 4-5

Education

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-6.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-4-1.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-7-1024x695.png

brent house

1649

wembley

A new-build residential development on a 1.9-acre site in Wembley, comprising 248 apartments and 6,000 ft² of retail space across five blocks ranging from 7 to 10 storeys. QED Structures provided design, detailing, and fabrication packages for the modular balcony system and the load bearing, panelised light-gauge steel primary structure. Key challenge: Coordinating modular balcony integration with the light-gauge steel frame system across multiple blocks.

£TBC

RIBA Stages 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-5.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-4.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-6-1024x695.png

the grand ocean

1645

saltdean, east sussex

This project involved the investigation, removal, and replacement of existing external wall cladding systems across four residential blocks to ensure full compliance with current Building Safety Regulator (BSR) requirements. The scope included removing non-compliant or combustible cladding materials and associated components, and replacing them with a safe, BSR-compliant system. QED Structures took a holistic approach to assess the structural implications of the changes, ensuring the existing structure was not compromised or overloaded by the replacement façade. QED was also responsible for justifying scaffold loads onto the underground car park slab beneath the blocks to facilitate cladding removal. Key challenges: No archive information was available for the existing building or car park, requiring load justification without knowing the original design capacity. For the replacement cladding, structural adequacy was confirmed by comparing existing and proposed cladding weights and rationalizing that the new loads did not exceed the original design intent. For scaffolding, additional loads on the slab were justified by ensuring they were less than the weight of the landscaping temporarily removed during construction.

£1m

RIBA Stages 3-5

Hospitality

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-4.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-3.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-5-1024x695.png

city heights

1640

kingsland road, london

This façade replacement scheme involved structural assessment of existing light-gauge steel inner stud walls, external balconies, and the primary structure for both existing and proposed loadings. The scope also included reviewing complex scaffolding designs and confirming the adequacy of the primary structure for temporary loads during construction. Key challenge: Managing structural integrity across multiple components while accommodating temporary works and façade upgrades.

£TBC

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-3.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-2.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-non-disclosed-image-for-Blog-1024x695.jpg

non disclosed

1620

austria, vienna

QED Structures was engaged to provide structural engineering services for the development of a data centre on an existing industrial site in the southern part of Vienna, Austria. The building covers an area of approximately 120m by 120m, with a maximum structural height of 16.5m. The proposal features a two-to-three-story main structure designed to accommodate the data halls and office spaces. To the east of the main building, a single-story substation is planned. Underground fuel tanks will be buried to the north of the proposed main building. Car parking facilities are to be located along the southern façade of the structure. The design incorporates a combination of reinforced concrete (RC) framing for the main data halls and a steel gantry to the north. Additionally, parts of the structure utilize modular construction techniques. Key Challenges: The project presented unique challenges, including the client’s requirement for long spans capable of supporting heavy loads due to specialized plant equipment. QED Structures collaborated closely with the design team to implement the most efficient solution to meet the data halls’ needs. Furthermore, due to the site’s location, additional seismic load analysis was necessary.

£384m

RIBA Stages 2-3

Data Centre

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-non-disclosed-image-for-Blog-2-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-non-disclosed-image-for-Blog-3-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-1-1024x695.png

chapter islington

1633

market road, london

A façade replacement scheme requiring structural assessment of the modular structure and existing light-gauge steel inner stud walls. The project included evaluating existing and proposed primary structure loadings, reviewing complex scaffolding designs, and verifying the capacity of the primary structure to accommodate temporary loads. Key challenge: Coordinating structural assessments across modular and traditional elements while ensuring safe execution of temporary works.

£TBC

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-1.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-1.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-1024x695.png

bresslaw court

1628

wagner street, london

This project involved a façade replacement scheme, including a detailed structural assessment of the existing light-gauge steel inner stud walls. Where studs did not meet NBS standards, replacements were specified and installed. The scope also included reviewing and commenting on the complex scaffolding design and assessing the primary structure for all temporary loads during construction. Key challenge: Ensuring compliance with standards while maintaining structural integrity throughout the façade replacement process.

£TBC

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-4.png

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-1-1024x695.jpg

arbour vale school

1624

slough

This project involved the addition of four new classrooms as an annex to an existing SEN school. To ensure the works could be substantially completed during the school holidays, a modular approach was adopted using CLT (Cross-Laminated Timber) modules. The CLT modules were installed on a piled steel transfer structure. From initial engagement to completion of the structural elements, the program was delivered within five months. QED Structures’ scope also included the fabrication package for the CLT, incorporating coordination of M&E penetrations. Key challenge: The site was located directly above a Thames Water sewer, requiring a build-over agreement and careful arrangement of the transfer structure to remain outside the exclusion zone.

£2m

Complete RIBA Stages 2-5

Education

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-1-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-1-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-1024x695.jpg

reference design

1614

europe wide

The project brief requires designing a structure to house a 24MW data centre. Additionally, the building is to be designed in such a way that it serves as a Reference Design, allowing it to be replicated across various locations in Europe. The structure consists of two blocks: a reinforced concrete (RC) framed section housing the data halls and an open-air steel frame that facilitates the necessary ventilation and airflow for the ancillary plant. Both blocks are supported by a shared foundation. Key challenge: The primary challenge for this project is incorporating sufficient flexibility into the design to accommodate construction in diverse geographic locations with varying site constraints, such as wind conditions, seismic activity, and ground characteristics.

N/A

RIBA Stages 2

Data Centre

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-2-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/04/Resizing-image-for-Blog-3-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2025/01/Hero-IMG_7003-1024x682.jpg

hackney station

1475

hackney, london

This project involved the upgrade of Hackney Central Station to improve passenger experience and alleviate long-standing issues of overcrowding and accessibility. The works included the construction of a new station entrance on a site previously occupied by an abandoned car dealership, providing direct access to the town centre and simplifying interchange with Hackney Downs and local bus services. The design incorporated sustainability features such as cycle spaces, trees and greenery, living roofs and green walls, a water fountain, and a food and drink kiosk operated by a local ethical business. Additional improvements included a new signalled pedestrian crossing on Graham Road to enhance connectivity. Key challenge: Delivering a complex station upgrade within a constrained urban site while integrating modern accessibility and sustainability requirements into the design.

£4.5m

RIBA stages 2-5

Transport

https://www.qedstructures.com/wp-content/uploads/2025/01/Hackney-Central-cycle-storage.jpg

https://www.qedstructures.com/wp-content/uploads/2025/01/Hackney_Central_-_new_entrance_at_Graham_Road.jpg

https://www.qedstructures.com/wp-content/uploads/2024/08/Dyke-Road-Avenue-85-copy-48.png

45 dyke road avenue

1431

brighton, eastsussex

This project involved the complete internal reconfiguration and extensive refurbishment of an existing property to a very high standard. The works included the removal of major internal load-bearing walls to accommodate the new layout, as well as the addition of a single-storey extension, loft conversion, and a new detached garage. Key challenge: Ensuring the stability of the existing building during the removal of significant structural elements. Careful consideration of buildability and sequencing was essential to carry out the works systematically and safely, ensuring the success of this complex renovation.

£1.5m

RIBA stages 1-5

Residential

https://www.qedstructures.com/wp-content/uploads/2024/08/Dyke-Road-Avenue-85-copy-39.png

https://www.qedstructures.com/wp-content/uploads/2024/08/Dyke-Road-Avenue-85-copy-7.png

https://www.qedstructures.com/wp-content/uploads/2024/06/RFP_RHP_SL_3-2-1024x576.jpg

saltdean lido

1356

saltdean, eastsussex

This project involved the refurbishment and structural strengthening of the existing 1930s curvilinear reinforced concrete Lido building, which had deteriorated significantly over time. The scope included restoring the original structure while upgrading it to meet modern design codes and loading requirements. Key challenges: During hydro-demolition, large areas of friable concrete were discovered to be in far worse condition than anticipated, with some sections disintegrating entirely. This required a more complex build process and sequencing to maintain structural integrity. Also, strengthening cantilevered terraces and sundecks without altering the building’s heritage appearance. Traditional methods were unsuitable, so carbon fibre reinforcement strips were installed to provide additional capacity while preserving the original aesthetic.

£8m

RIBA Status 2-5

Commercial

https://www.qedstructures.com/wp-content/uploads/2024/06/RFP_RHP_SL_3-6186-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2024/06/RFP_RHP_SL_3-6379-scaled.jpg

https://www.qedstructures.com/wp-content/uploads/2023/10/pic1-lrg-1024x565.png

anglia square

1280

norwich

The £300m redevelopment of Anglia Square in Norwich will transform the former shopping centre into a vibrant new neighbourhood, reinstating the historic Victorian street pattern. The scheme will deliver up to 1,100 homes across 14 buildings ranging from 3 to 8 storeys, arranged around courtyards, a public square, and pedestrian streets. Structural solutions vary across the development, incorporating reinforced concrete frames and traditional load-bearing masonry to suit the architectural and functional requirements of each building. Key challenge: Coordinating multiple structural systems across a large-scale, mixed-use development while maintaining design cohesion and cost efficiency.

£300m

RIBA Status 4-5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/10/Anglia-Sq-2.png

https://www.qedstructures.com/wp-content/uploads/2023/10/Anglia-Sq-3.png

https://www.qedstructures.com/wp-content/uploads/2023/06/IOP_Gibraltar_Residential--683x1024.jpg

imperial ocean plaza (iop)

1191

gibraltar

The proposed development comprised a 17-storey apartment block designed to infill a narrow gap between two existing residential towers. The proximity of adjacent buildings posed significant challenges for foundation design and column positioning. Piled foundations were carefully engineered to avoid interference with neighbouring structures, while heavy load transfers necessitated inboard column layouts. This resulted in cantilevered slabs and required advanced global stability modelling to ensure structural integrity. Key challenge: Delivering a high-rise solution within a constrained site while safeguarding adjacent foundations and achieving architectural intent.

£15m

RIBA Stages 3-4

Residential

https://www.qedstructures.com/wp-content/uploads/2023/08/pic2-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/08/pic2-2.jpg

https://www.qedstructures.com/wp-content/uploads/2023/07/pic1-lrg-1-1024x565.jpg

lions gardens

789

withdean avenue, hove

This project involved the demolition of existing buildings and the construction of two new blocks providing 26 one-bedroom apartments for residents over 55, designed to offer independent living in a safe and secure environment. The buildings were constructed using traditional load-bearing masonry with precast concrete floors and piled foundations. Key challenge: Managing surface water drainage within tight site constraints. Conventional soakaway crates were not feasible, so a borehole soakaway system was designed to effectively manage runoff.

£4m

RIBA Stages 3-5

Healthcare

https://www.qedstructures.com/wp-content/uploads/2023/07/pic2-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/07/pic3-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/07/pic1-lrg-1024x565.jpg

fort road hotel

784

margate

This project involved the extensive renovation and redevelopment of a historic building to create a boutique hotel offering 14 bedrooms, a rooftop terrace with views of Margate’s sunsets, a bar and restaurant, and a large informal events space within a double basement uncovered during enabling works. The building’s initial condition (collapsed roof and severely compromised external envelope) required careful dismantling and reinforcement before the new structure could be integrated. Key challenge: Preserving the historic character while introducing new structural elements. Sensitive restoration was combined with a minimal aesthetic for the new top-floor spaces to clearly distinguish between old and new.

£2.5m

N/A

Hospitality

https://www.qedstructures.com/wp-content/uploads/2023/07/pic2.jpg

https://www.qedstructures.com/wp-content/uploads/2023/07/pic3.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-2.jpg

newham hospital

493

newham

A new two-storey modular Critical Care building was constructed within the hospital car park, adjacent to the main building, and linked via a connecting corridor. The modular structure was fabricated off-site using a combination of hot-rolled and light-gauge steel framing. Reinforced concrete piled raft foundations were adopted to support the building, providing flexibility to navigate the extensive existing below-ground services within the footprint. Key challenge: Avoiding clashes with existing services during construction. The piled raft solution allowed precise positioning of piles and minimized disruption to the hospital’s infrastructure.

£8m

RIBA Stage 3-5

Healthcare

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-9.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-5.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-5-1024x565.jpg

bedes school

489

hailsham

A plot of land within the grounds of the school was to be developed into a new 60 bed dormitory building. A new ‘H’ shaped building formed of two dormitory wings and an atrium link between blocks. The main blocks were constructed from traditional load bearing masonry with precast concrete plank floors. The foundations were a combination of a pile and pile cap/ground beam solution and traditional strip foundations, with a full height movement joint between the two types of foundations. The mix of foundation types was utilised to value engineer the foundations solution for cost savings, due to the shrinkable clay and proximity of a number of existing trees on the site. The atrium space was double storey height with large spans to facilitate a full open plan space. Key challenge: The co-ordination and substantiation of the below ground drainage with the existing drainage system at the school and the requirement to value engineer the foundations to reduce costs.

£6m

RIBA Stages 2-5

Education

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-4.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-8.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-4-1024x565.jpg

cabrils

487

barcelona

Located on Cabrils Street in Barcelona, this project involved the construction of a 250 m² two-level residential property, complete with a reinforced concrete swimming pool. The irregular terrain required the use of pad foundations connected by ground beams to accommodate varying levels, while reinforced concrete retaining walls were installed on two sides to manage the site’s topography. Key challenge: Delivering a structurally sound solution on a complex, sloping site while maintaining the architectural integrity of the design.

€ 1m

RIBA Stages 4 - 5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-6.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-10.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-6-1024x565.jpg

denewood road

483

highgate, london

A residential development within the heart of London. This project consisted of a 2-storey residential building over a basement carpark with then a lightweight steel frame supporting large numbers of solar panels. The superstructure was predominantly formed for reinforced concrete, sat onto localised pile caps and piles. To form the complex roof geometry a lightweight steel frame was constructed. Key challenges: Due to underground aquifers and neighbouring properties, a detailed basement impact assessment (BIA) had to be completed and due to the highwater table, a secant piled wall was installed around the perimeter to provide both temporary and permanent stability to the basement.

£10m

RIBA Stages 2-4

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-11.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-12.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-3-1024x565.jpg

coburg street

478

portsmouth

The project required the demolition of an existing building occupying the entire site footprint up to the public highway boundary. The new development comprises a reinforced concrete podium slab at first-floor level, supporting a 10-storey light-gauge steel modular superstructure. The foundations consist of piles with pile caps and a reinforced concrete ground floor slab incorporating surface water attenuation tanks. QED Structures was responsible for the design of all below-ground drainage, foundations, reinforced concrete frame, and the modular superstructure. Key challenge: Achieving lateral stability using a combination of light-gauge steel modules and an eccentric reinforced concrete lift/stair core.

£10m

RIBA Stages 2-4

Education

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-3.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-7.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-2-1024x565.jpg

home park road

473

wimbledon, london

This project involved the demolition of an existing building and the construction of a contemporary private residence overlooking a golf course. The new dwelling was formed using a steel frame with extensive glazing and dramatic cantilevers to create uninterrupted views. Key challenge: Achieving the large cantilevered sections alongside full-height glazed elevations. This was successfully resolved through the use of full floor-to-ceiling Vierendeel trusses, providing both strength and aesthetic appeal.

£1m

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-6.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-3.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-5.jpg

cannock chase hospital

440

cannock chase

A new modular building was constructed within an existing courtyard at the rear of Cannock Chase Hospital to house CT, MRI, and ultrasound units. The single-storey structure was fabricated off-site using a combination of hot-rolled and light-gauge steel framing. Reinforced concrete raft foundations supported the modular units, with new surface and foul water drainage systems integrated into the existing hospital infrastructure. Key challenge: Delivering a robust foundation and drainage solution within a constrained site while accommodating the modular construction approach.

£6m

RIBA Stage 3-5

Healthcare

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-4.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-3.jpg

orchard house scheme

438

ovingdean, brighton

This residential development consists of four detached courtyard houses constructed on a steeply sloping site. To address the topography, reinforced concrete retaining walls were installed to form the lower ground floors, while the upper superstructure was built using local brickwork and timber-framed floors. A large three-cornered glazed elevation required the integration of a steel portal frame to maximize views across the landscaped surroundings. Key challenge: The specification and detailing of all structural elements were critical, as many components were left exposed to complement the architectural design.

-

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-13.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-7.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-1.jpg

fairfax road

434

twickenham, london

This project involved the demolition of existing building and construction of a new contemporary private residential dwelling. A new reinforced concrete residential dwelling with a series of complicated cantilevers with full perimeter slot windows and extensive glazing. Key challenge: How to achieve the large cantilever and full perimeter slot windows whilst maintaining the required architectural aesthetic and feel of the building. The use of the reinforced concrete frame provided the most robust and appropriate structural solution to achieve this.

£1.5m

RIBA Stages 3-5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-3.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-2.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1.jpg

ocean spa plaza (osp)

430

gibraltar

An existing piece of land being used as a car park was to be developed into a new 17-storey residential, commercial build and car park mixed use development. The site was located on the corner of a busy main road with a school adjacent to the site. A new reinforced concrete superstructure supported on a series of piles, pile caps and ground beams. 6 storeys of car parking with part commercial on the ground floor covering the full footprint of the site, with a 10-storey elliptical shaped building above for apartments. Roof top resort areas with pools, planting, paths, plunge pools on the roof of the car park and elliptical block for the use by the residents. Key challenge: Trying to line up the columns between the car park and residential levels due to the different completely different grids and layouts. This was achieved with careful and detailed co-ordination with the architect with only 2 minor areas where transfer structures were required.

£25m

RIBA Stages 2-5

Residential

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-2.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic1-lrg-1024x565.jpg

lemo UK

427

north road, worthing

Following the clearance of all existing buildings on the site, QED Structures was appointed to deliver the new headquarters for Lemo UK. The development comprised a reinforced concrete superstructure with a basement, featuring a curved, fully glazed façade and exposed concrete internally, including slab soffits, columns, and walls to create an industrial aesthetic. The building accommodates offices, assembly areas, and Research & Development facilities. Key challenge: Achieving the large cantilevered areas while maintaining headroom clearance and preserving the architectural vision. This was resolved through a carefully engineered structural solution that balanced functionality with design intent.

£25m

RIBA Stages 3-5

Commercial

https://www.qedstructures.com/wp-content/uploads/2023/06/pic2-1.jpg

https://www.qedstructures.com/wp-content/uploads/2023/06/pic3.jpg