To　investigate　the　eccentric　compressive　properties　of　high-strength　concrete　filled　precast　high-strength　concrete　tube　column　with　HRB600　steel　bars,　three　columns　with　cross-section　dimensions　of　600　mm×600　mm　were　tested.　The　influence　of　design　parameters　such　as　the　concrete　strength　of　precast　tube,　and　the　content　of　steel　fiber　of　the　eccentric　compression　performance　of　high-strength　concrete　filled　precast　high-strength　concrete　tube　column　with　HRB600　steel　bars　was　discussed,　comparing　with　the　high-strength　concrete　column　with　HRB600　steel　bars　under　eccentric　compression.　Results　show　that　the　failure　characteristics,　load-deflection　curves,　steel　strain　development　law　of　high-strength　concrete　filled　precast　high-strength　concrete　tube　columns　with　HRB600　steel　bars　are　basically　consistent　with　high-strength　concrete　column　with　HRB600　steel　bars.　With　the　increase　of　the　concrete　strength　of　the　precast　tube,　the　bearing　capacity　of　column　increases.　Adding　steel　fiber　improves　the　bearing　capacity　and　ductility　of　the　columns.　Compared　with　the　cast-in-place　concrete　columns,　the　precast　concrete　tube　columns　with　smooth　surface　is　slightly　poorer　in　overall　performance,　the　early　stiffness　is　degraded　faster,　and　the　bearing　capacity　is　lower.　For　high-strength　concrete　filled　precast　high-strength　concrete　tube　columns　with　HRB600　steel　bars,　it　is　recommended　to　calculate　the　eccentric　compression　bearing　capacity　by　using　the　method　of　superposition　method.　©　2019,　Editorial　Department　of　Journal　of　Beijing　University　of　Technology.　All　right　reserved.