St. Mary’s Cement Facility

WHAT WE DID

Using strand jacks on a temporary tower structure to install a 450 ton kiln section.

ABOUT THIS PROJECT

Degenkolb designed the temporary support structure, temporary foundations and lateral transport system necessary to lift the 452 ton, 158-foot long rotary kiln section 70 feet in the air, move it 33 feet, and precisely lower it 40 feet onto its permanent supports.

Staff on the Project

INDUSTRY PARTNERS

MSIRobot