As a result of retaining water in Ataturk Dam, the road is interrupted at the location where Adiyaman-Kahta-Siverek-Diyarbakir state highway intercepts dam reservoir and the transition is enabled by ferry. The transportation provided by ferry services on limited conditions is aimed to come to a state of shorter and more comfortable with Nissibi Bridge constructed on Ataturk Dam. The walls remaining in between pylons, pylon foundations and cast-in-place concrete bridge deck slabs on that project were formed with Intek Formwork systems.
With Inteva large area panel system on wall and foundation formworks, it was realized technical solution and project studies after making a sum of consolidation to the stocks our customer possessed.
For the sections of cast-in-place concrete bridge deck slabs on Nissibi Bridge project, it was supplied 55 linear meter and 1554 m2 of HD 150 formwork scaffolding, in the height ranges of 270 cm and 1542 cm, as rental. As visible on drawings, slab cross section cotracts from middle parts to side ones. The concrete thickness gets 270 cm in the middle parts. While formwork design was being realized, the towers in angled side parts were risen up to slab bottom level as much as possible with the utilization of special basic frames and thanks to the head specially designed for the project, they were enabled to operate together with tower heads of special cut woods which are placed under steel walings to be used as ridge and enable us to adjust angle on formwork.
