In　order　to　study　the　effects　of　natural　curing　ages　and　types　of　fiber　reinforced　plastic　on　the　compressive　behaviore　of　concrete,　the　mechanical　properties　of　long-age　concrete　columns　confined　by　laminated　hybrid　fiber　sheets,　which　made　by　carbon　fiber,　aramid　fiber,　glass　fiber,　basalt　fiber　and　polyethylene　fibers,　under　axial　compression　were　researched　experimentally　in　this　paper,　failure　configuration,　bearing　capacity　and　deformation　behavior　were　all　studied.　The　results　show　that　when　curing　ages　are　2　a　(or　3　a),　HFRP　sheets　significantly　increase　the　bearing　capacity　of　long-age　concrete　columns,　which　compressive　strengths　are　increased　by　1.19~1.83　times.　The　natural　curing　age　has　little　effect　on　the　bearing　capacity　of　concrete　columns　confined　by　HFRP　after　28　d.　And　when　curing　ages　are　2　a　(or　3　a),　HFRP　sheets　significantly　improve　the　deformation　behavior　of　long-age　concrete　columns,　the　displacement　ductility　indices　are　increased　by　0.8~3.5　times.