 
          156
        
        
          
            X2
          
        
        
          
            Category 2: Civil Structures
          
        
        
          The bridge over the Danube-Black Sea Channel from
        
        
          Agigea - km 0 + 540 - is located at the confluence of the
        
        
          Black Sea and the Channel, near Constanta seaport.
        
        
          The bridge ensures the connection between the Northern
        
        
          and Southern zones of the harbour, now separated by
        
        
          the Danube-Black Sea navigable canal. The structural
        
        
          engineers from Search Corporation SRL are using Allplan
        
        
          Engineering to carry out this special project.
        
        
          The bridge and access viaducts have a total length of
        
        
          906.82 m, with 362.00 m for the bridge and 544.82 m for
        
        
          the viaducts.
        
        
          The overpass of the Danube-Black Channel is carried
        
        
          out with a cable-stayed bridge which has three spans of
        
        
          81.40 m and 200.00 m + 81.40 m; the superstructure has
        
        
          a total length of 362.80 m.
        
        
          The deck of the cable-stayed bridge is made from a
        
        
          composite structure (steel + concrete), partly made of
        
        
          prestressed concrete on the lateral spans, and metal,
        
        
          partly in collaboration with the flooring from the reinforced
        
        
          concrete of the bridge superstructure. The access viaduct
        
        
          decks are made from prestressed, precast, reinforced
        
        
          concrete beams, which works through a monolithic plate
        
        
          and prestressed concrete cross pieces.
        
        
          Above the anchorage area, the pillars are made from
        
        
          composite sections: steel box (where the anchorages of
        
        
          the cables are positioned) embedded in concrete. The
        
        
          cooperation is achieved with flexible connectors welded to
        
        
          the steel box of the anchorages. The total height of these
        
        
          pillars is 62.00 m.
        
        
          The design elements for the bridge over the canal and
        
        
          viaducts, as required by the specifications and project
        
        
          are:
        
        
          • The clear height under the bridge should be equal to
        
        
          the railway bridge from the lock, which is 17.70 m and
        
        
          provides the navigation gauge required for the Danube-
        
        
          Black Sea Channel which has a height of 17.50 m, a
        
        
          width of 35.00 m in the middle of the waterway and
        
        
          10.00 m on the remaining width.
        
        
          This is required by both technical and economic
        
        
          conditions and also for ensuring the safety zones,
        
        
          protection and stability of the channel section;
        
        
          • The bridge is equipped with a roadway width of
        
        
          14.80 m, which provides four lanes: two lanes for traffic
        
        
          and two lateral pedestrian sidewalks with a minimum
        
        
          width of 75 cm;
        
        
          • A life-time of at least 50 years, designed according to
        
        
          norm AND 554-2002;
        
        
          • The structural strength of the bridge over the canal
        
        
          and the access viaducts is designed for live loads
        
        
          according to STAS 3221-86 “Bridges Road. Convoy
        
        
          type and class loading”;
        
        
          • In terms of the seismic design, the work is placed
        
        
          according to norm SR-EN 1998-2:2006 and National
        
        
          Annex SR-EN 1998-2: 2006/NA: 2010.
        
        
          In the cross-section, the bridge superstructure is made
        
        
          from two steel box coffered girders in collaboration
        
        
          with reinforced concrete flooring, respectively from two
        
        
          prestressed concrete coffered beams.
        
        
          The solution adopted for the execution of the bridge is
        
        
          characterised by the modern design structure, which
        
        
          presents a number of technical and economic advantages
        
        
          such as:
        
        
          • Combination of relatively simple structural components
        
        
          with known technologies in a unitary complex structure;
        
        
          • Reducing the duration of construction, with all the
        
        
          benefits arising from achieving this goal;
        
        
          • Achieving a work with a particular architectural aspect;
        
        
          • Achieving a work with a height of reduced construction,
        
        
          of only 3.05 m, representing approximately L / 70 of the
        
        
          central span of the bridge, L = 200 m.
        
        
          
            Workflow with Allplan Engineer
          
        
        
          The design started with the generation of the digital model
        
        
          of the terrain using the specific functions from Allplan
        
        
          (Digital Terrain model).
        
        
          The road and the deck elements were created using the
        
        
          Bridge/Civil Engineering module.
        
        
          The general arrangement drawing files were realised
        
        
          directly from 3D using the Associative Views module.
        
        
          Because of the reinforcement complexity, the
        
        
          reinforcement model had to be checked for every inserted
        
        
          placement of bars. Using the function Collision check
        
        
          and displaying bars with different surface colours, the
        
        
          structural engineers did this more efficiently.
        
        
          Special 3D objects and textures were used for obtaining a
        
        
          realistic presentation.
        
        
          
            Bridge over the Danube - Agigea Constanta, Romania
          
        
        
          
            Software: Allplan Engineering