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  • Procaccini Center office complex

    Procaccini Center
    office complex

  • Procaccini Center office complex

    Procaccini Center
    office complex

  • Procaccini Center office complex

    Procaccini Center
    office complex

Procaccini Center office complex

A major challenge
in the structural field

The directional centre next to the historic Monumentale cemetery, which reconnects an important disused area to the urban fabric, has the appearance of a fortified citadel, rich in historical references also thanks to the Carrara marble cladding, a material widely used in Milanese architecture. At the time of its realization, the complex sparked intense debate, but what unmistakably distinguishes it is the strong plasticity of the continuous and multifaceted volumes, which engage in dialogue with the nearby monumental site and highlight the impressive static effort of the bearing structures.

The significant involvement of Studio A. Ferraresi – AF Engineering concerned the design and management of the reinforced concrete structures, both for foundations and vertical elements.

  • Type

    Offices

  • Location

    Piazza Coriolano / Via Cenisio /
    Via Messina, Milan

  • Year

    1990-1993

  • Client

    Procaccini Center Spa

  • Budget

    €67 million

Project Features

Towers and elevated square

The centre comprises four polygonal reinforced concrete tower blocks, each 11 storeys high, resting on a large three-level underground base housing archives, parking and technical rooms. The towers are connected by a wide central square and linked at height by a network of covered walkways made of reinforced concrete and glass. Within each tower, the solid volumes –connected by large continuous façades – host vertical circulation systems and technical service shafts, framing a large open space that allows maximum flexibility in interior layouts.

 

Massive foundations and reinforced slabs

With 46 m above ground and 11 m below, this is one of the most significant buildings undertaken by Studio A. Ferraresi – AF Engineering, requiring the preparation of as many as 426 drawings. The strong articulation in plan and elevation demanded a detailed analysis of geotechnical and structural issues, leading to the adoption of a sophisticated foundation system, with inverted beams and cast-in-place reinforced concrete slabs. The execution of the two reinforced concrete towers of Building A was particularly challenging, as they support the metal beams of the entrance portal, which in turn carry the loads of the upper floors. The slabs are designed to sustain accidental loads ranging from 500 to 1,000 kg/sq m in the archive areas.

Procaccini Center centro direzionale

Carefully calibrated cable tension

Another noteworthy aspect is the series of post-tensioned reinforced concrete walkways located 14 m above ground, which required very careful design because they are trapezoidal in plan with sides requiring different cable tensions. This leads to different rates of thermal expansion and potential differential movements, so measures were taken to prevent any risk of cracking in the decks.

  • Procaccini Center centro direzionale
  • Procaccini Center disegno tecnico
  • Procaccini Center disegno tecnico
  • Procaccini Center disegno tecnico

Project Highlights

The design of reinforced and prestressed concrete structures, the Studio A. Ferraresi – AF Engineering core activity from which its diversified professional expertise developed, reaches one of its high points in this project, considering the masses involved and the complexity of the solutions worked out.

This result was also made possible thanks to the contributions of all collaborators, particularly Andrea Candito, who following the success of this work became part of the firm’s internal team and has been a highly reliable and competent resource for more than thirty years.

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