52 ton precast column installation and temporary support

[nukeeng36]

Hi

First post. Exploring the idea of a pre cast, 10m high pre cast column 1x1m the column is coupled at the base and will require a stitch pour. Any suggestions or previous methodology of similar works for installation?
Would require a method of supporting the column in a temporary state with the shortest amount of crane hook time and ease for sure workers. Please let me know if you require more information

 

[BridgeSmith]

What does the column support? Axial load? Lateral loads? Where does the 52 tons come from? My math says a concrete column that size only weighs about half that much.