Last situation in Yavuz Sultan Selim Bridge

Last situation at the Yavuz Sultan Selim Bridge: After the installation of the tower hats on the Yavuz Sultan Selim Bridge, the 322 meter towers took their final form
3. Bridge and North Marmara Motorway Project IC ICTAS-Astaldi Consortium (ICA) in the statement issued by the last production work on the bridge of the tower (Tower Type Cover) installation was completed.
In this statement, it was stated that the towers of the 322 meters of the Yavuz Sultan Selim Bridge took their final form.
A total of 176 skewed suspension ropes were assembled on the bridge and the 6 thousand 500 mileage cable drawing was carried out. The following statements were made:
Dır The tower hat is a steel construction structure with a height of 25, which protects the main cable saddles located on the towers against environmental conditions and is also the final structural element of the bridge architecture. The total weight of the building is 140 ton. The tower cap is made of 9 parts. These parts were removed from the top of the towers with the help of tower cranes and their assemblies were made by piece. When combined, the steel construction of the building with a height of about 25 meters was covered with specially designed fiber concrete panels. Out of the steel construction structure, a total of 330 special fiber concrete panels were installed. Yap
In the statement, the concrete panels and the insulation material between them, have a high resistance to adverse environmental conditions, indicating that the installation of the bridge damper pistons have been completed.
One of the two systems that will carry the bridge, the damper pistons of the oblique suspension ropes, which are placed in the 176 pieces of the suspension of the rope is reported to be prevented in the statement, the following were recorded:
Lar Dampers, structural elements that can be formed as a result of structural or environmental factors in damping ropes, which dampen and restrict thanks to the pistons in them. Damper assemblies were completed at the rear openings in May, the main opening in June. In total, a damper assembly was made with a team above the 100 person. Very precise measurements were carried out here. Because our tolerance was about 20 millimeter.
In the last section, damper pistons were assembled. Damper pistons, welded damper and oblique suspension ropes were attached to work by using a hoisting crane. Damper pistons are hydraulic pistons which are placed to prevent oscillations arising from structural or environmental factors. In this way, the swing of the curved suspension ropes with total 176 was prevented. In

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