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Residential complex
on Via Solferino -
Residential complex
on Via Solferino -
Residential complex
on Via Solferino
Innovative excavation techniques
for a complex site
The construction of two elegant residential buildings in the central Brera district has restitched the urban fabric of the large and dense block between Via Solferino and Corso Garibaldi, while maintaining the high residential standards typical of this area of Milan.
The complexity of the architectural project and the challenging characteristics of the site required Andrea Ferraresi to exercise particular care and inventiveness, both in structural design and in construction management.
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Type:
Residences
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Location:
Via Solferino 23, Milan
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Year:
2009-2011
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Client:
Ludomar Srl
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Type:
Residences
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Location:
via Solferino 23, Milan
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Year:
2009-2011
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Services provided (Andrea Ferraresi):
- Structural Design
- Structural Works Construction Management (Clerk of Works)
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Architectural design:
Arch. Ruggero Ercoli
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Gross floor area:
6,500 sq m + 5,500 sq m underground floors
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Client:
Ludomar Srl
Project Features
High-quality housing in the design district
The complex of two high-level condominium buildings rises on a nearly square area adjacent to Via Solferino, previously partly occupied by an early-20th-century industrial building of no particular architectural value. This is one of Milan’s most requested areas, both for quality of life and for the widespread presence of design firms, art galleries and fashion ateliers.
The two building volumes designed by architect Ruggero Ercoli – one L-shaped along Via Solferino and the other a linear block within the interior of the plot – join together to define a quiet landscaped courtyard, beneath which four underground levels house parking garages, cellars and technical rooms.
Elegant façades and green balconies
The building on Via Solferino, five storeys above ground, is distinguished by its warm polished-stone cladding and a compact façade animated by balconies and loggias on the first and top floors.
The rear building, ten storeys above ground and connected to the street-front building by a light glazed canopy cutting through the garden, is characterised by a long, narrow plan, with a regular sequence of boldly cantilevered balconies crowned by large planted terraces. A slender tower-like stair core connects it to the adjacent residential building at Moscova 38a, built almost simultaneously by a different client and designer.
Changes in plans
For this articulated intervention, Studio A. Ferraresi – AF Engineering acted as both structural designer and structural construction management. The assignment was complex from both a design and site-management standpoint. Initially, only the residential building within the block was planned. To create space for the underground parking beneath the courtyard, several underpinning works were designed and carried out along the internal perimeter of the street-front building, which at the time belonged to a different owner. Following the sudden acquisition of this building and its demolition to construct the new volume on Via Solferino, the design of the foundations and underground structures had to be completely revised while works were already underway.
Elegant façades and green balconies
The building on Via Solferino, five storeys above ground, is distinguished by its warm polished-stone cladding and a compact façade animated by balconies and loggias on the first and top floors.
The rear building, ten storeys above ground and connected to the street-front building by a light glazed canopy cutting through the garden, is characterised by a long, narrow plan, with a regular sequence of boldly cantilevered balconies crowned by large planted terraces. A slender tower-like stair core connects it to the adjacent residential building at Moscova 38a, built almost simultaneously by a different client and designer.
Changes in plans
For this articulated intervention, Studio A. Ferraresi – AF Engineering acted as both structural designer and structural construction management. The assignment was complex from both a design and site-management standpoint. Initially, only the residential building within the block was planned. To create space for the underground parking beneath the courtyard, several underpinning works were designed and carried out along the internal perimeter of the street-front building, which at the time belonged to a different owner. Following the sudden acquisition of this building and its demolition to construct the new volume on Via Solferino, the design of the foundations and underground structures had to be completely revised while works were already underway.
The tall building: a structural challenge
While the structures of the lower building on Via Solferino, an ordinary construction with bricks-concrete composite floors, posed no particular difficulties, the structural design of the inner building represented instead a real challenge due to the very narrow and elongated shape of the foundations, the presence of large cantilever parts, and variable or irregular geometries.
These issues were resolved through various strategies, including foundation strengthening, the use of prefabricated reinforcement steel meshes to speed up slab casting, and the adoption of composite steel-concrete columns where reduced cross-sections did not allow the exclusive use of reinforced concrete.
Deep excavations using innovative methods
The excavation and foundation works also required particular ingenuity due to the unfavourable site conditions: confined spaces entirely surrounded by historic buildings and the risk of groundwater emergence. These constraints demanded creative design solutions to address both geotechnical issues and construction scheduling. Instead of adopting the conventional retaining system – based on piles, top beams, and steel struct and tie elements installed progressively as excavation proceeds to foundation level – Andrea Ferraresi developed an original and innovative methodology.
The tall building: a structural challenge
While the structures of the lower building on Via Solferino, an ordinary construction with bricks-concrete composite floors, posed no particular difficulties, the structural design of the inner building represented instead a real challenge due to the very narrow and elongated shape of the foundations, the presence of large cantilever parts, and variable or irregular geometries.
These issues were resolved through various strategies, including foundation strengthening, the use of prefabricated reinforcement steel meshes to speed up slab casting, and the adoption of composite steel-concrete columns where reduced cross-sections did not allow the exclusive use of reinforced concrete.
Deep excavations using innovative methods
The excavation and foundation works also required particular ingenuity due to the unfavourable site conditions: confined spaces entirely surrounded by historic buildings and the risk of groundwater emergence. These constraints demanded creative design solutions to address both geotechnical issues and construction scheduling. Instead of adopting the conventional retaining system – based on piles, top beams, and steel struct and tie elements installed progressively as excavation proceeds to foundation level – Andrea Ferraresi developed an original and innovative methodology.
Ground stabilization and rapid upward construction
There were two key requirements: to ensure absolute stability of the ground and the foundations of neighbouring buildings, given the excavation depth of over 15 metres, and to accelerate the upward construction of the underground levels, and thus the entire site, once the building facing Via Solferino had been demolished.
The method adopted involved, after drilling the micropiles, excavating in sections of limited height to avoid the need for steel horizontal struts and ties. Before each new excavation phase, a counter-wall was cast against the micropiles – equipped with dedicated connectors – acting as a load-distribution element in place of the steel struts, into which the anchors were then inserted.
Once the excavation bottom was reached, construction proceeded upwards by casting the floor slabs one after another, which were connected to special steel connectors previously embedded in the counter-wall. This method allowed very rapid upward construction, more than compensating for the slower excavation phase.
Project Highlights
The assignment required a remarkable capacity for adaptation and inventiveness: in the structural design, Andrea Ferraresi succeeded in fully exploiting the potential of materials, technologies and regulatory issues; in the excavation works, extensive site experience made it possible to develop an ad-hoc methodology that made the construction process both safer and faster.