The　steel　tube　of　Concrete　Filled　Steel　Tubular　structure　will　produce　initial　stress　while　in　the　processing　of　construction.　This　paper　reviews　the　initial　stress　problems　of　CFST　architecture　columns,　and　bases　on　the　researching　result　of　existing　members,　the　paper　also　analyses　the　initial　stress＇s　degree　about　several　existing　kinds　of　different　span　and　section-shape　CFST　arch　bridges　as　well　as　preliminary　analysis　the　initial　stress　problems　of　CFST　arch　bridge.　In　the　end,　the　paper　indicates　some　problems　that　need　to　be　solving　and　presents　its　research　current　and　advice　about　CFST　arch　bridge.