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            Category 1: Buildings
          
        
        
          
            1
          
        
        
          
            
              IMEC Tower - Leuven, Belgium
            
          
        
        
          
            SE
          
        
        
          
            Owner
          
        
        
          
            IMEC vzw
          
        
        
          
            Architect
          
        
        
          
            Baumschlager & Eberle
          
        
        
          
            General Contractor
          
        
        
          
            Besix
          
        
        
          
            Engineering Office
          
        
        
          
            Ingenieursbureau Jan Van Aelst - GAMACO
          
        
        
          
            Construction Period 01/2010 - 01/2014
          
        
        
          The IMEC Tower consists of 16 above-ground floors (12,522 m²) and
        
        
          4 underground levels of car parks. The space is used as offices and
        
        
          laboratories. The typical floors of the tower consist of 2-way cantilevered
        
        
          post-tensioned plates supported by 2 cores.
        
        
          SCIA Engineer was used to study and design the concrete reinforcement
        
        
          of the core walls. These walls are full of openings and doorways and the
        
        
          “integration strips” tool was useful when designing the reinforcements. The
        
        
          main structural difficulty of the tower was caused by the interruption of one
        
        
          of the cores at the 6th floor which generates high internal forces in the walls.
        
        
          Furthermore, the design process had to take into account the execution
        
        
          methodology. In order to limit the formwork and strut costs, work
        
        
          proceeded in the following manner:
        
        
          • The structure was built up to level 9, in a classical way (on shutterings
        
        
          and props), but concrete was poured in the doors placed in the second
        
        
          core, between levels 6 and 9.
        
        
          • Shutterings were removed.
        
        
          • The structure was built up to the roof. At this stage, the walls between
        
        
          levels 6 and 9 were acting as a cantilever.
        
        
          • Finally, the walls at levels 6 to 9 were broken down in accordance with
        
        
          the architectural layout and the necessary doorways in the walls.
        
        
          
            Contact
          
        
        
          
            Renaud Bertin
          
        
        
          
            Address Place de l’Université 25
          
        
        
          
            1348 Louvain-la-Neuve, Belgium
          
        
        
          
            Website 
          
        
        
        
          The design office GAMACO Consultant Engineers SA has more than 25
        
        
          years of experience with construction projects, renovations, civil engineer
        
        
          works, industrial constructions and more generally with all building
        
        
          designs and structural stability.
        
        
          Our search for structural optimum has, over the years, resulted in
        
        
          developing a thorough expertise which is today internationally recognised
        
        
          in the field of post-tensioned concrete, particularly in building applications.
        
        
          
            Gamaco Consultant Engineers SA