Infrastructure & Bridges · DBG
Installation of a 363-tonne bridge section using synchronized hydraulic jacking and self-propelled modular transporters for one of Kyiv's largest bridge reconstruction projects.
The installation of the second bridge section formed a key stage in the reconstruction of the Beresteiskyi Interchange. Unlike conventional bridge erection, the operation was performed within an existing bridge structure, requiring heavy transport equipment to operate between permanent supports while maintaining precise control of the bridge span throughout the installation.
We delivered the heavy lifting and transport solution required to complete the installation safely and efficiently.
Portal beams and step jacking systems were installed beneath the bridge section before the structure was lifted approximately one metre to create the required transport clearance. The span was then supported by four JS500 computerized jacking systems together with two 16-line SPMT configurations, allowing the transporters to move between the existing bridge piers while maintaining continuous load control. The coordinated lifting and transport methodology enabled the 363-tonne bridge section to be accurately positioned for final installation.
Installed a 363-tonne bridge span using synchronized hydraulic jacking and precision SPMT transport within the confined environment of an operational urban interchange.
Relocation of the first bridge section at the Beresteiskyi (Shuliavskyi) Interchange using hydraulic lifting systems and SPMTs to transport the structure across one of Kyiv's busiest highways.
Case study
Installation of a 750-tonne preassembled bridge section for the Podilsko-Voskresensky Bridge using synchronized jacking, SPMT transport, and heavy crawler crane support to position the structure at its final elevation.
Case study
Engineered and executed the world-record 19-metre jacking of a 750-tonne pre-assembled bridge section using four synchronized JS500 towers and SPMTs, enabling precision installation on Kyiv's Podilsko-Voskresensky Bridge.
Case study