In　order　to　study　the　characteristics　of　the　temperature　field　and　variation　law　of　steel　pipe　recycled　aggregate　concrete　column　in　a　fire　hazard,　this　paper　takes　the　thickness　of　steel　pipe　and　the　type　of　concrete　material　as　the　main　parameters　to　carry　out　fire　resistance　test　of　six　concrete　steel　columns　simulated　by　ABAQUS　and　conducts　finite　element　analysis　of　the　temperature　field　inside　the　test　piece.　The　result　shows　that　both　the　steel　pipe　recycled　concrete　column　and　the　ordinary　steel　tube　concrete　column　have　a　temperature　platform　during　heating,　and　their　temperature　rise　is　feature　hysteresis;　the　thickness　of　the　steel　pipe　has　little　effect　on　the　internal　temperature　rise　while　the　concrete　material　is　the　main　factor　affecting　the　heating　rate,　so　steel　pipe　recycled　aggregate　concrete　column　is　better　fire-resistant.　The　constitutive　model　based　on　the　modified　parameters　in　European　EC4　specification　is　used　for　finite　element　analysis,　and　the　FEM　simulation　result　is　well　fitted　with　the　experimental　data.　©　Published　under　licence　by　IOP　Publishing　Ltd.