According　to　the　axial　compressive　experiment　of　concrete　cylindrical　and　quadrate　specimens　confined　by　Basalt　fibers,　the　stress-strain　curves,　bearing　capacity　and　peak　strain　were　obtained.　12　quadrate　and　12　cylindrical　column　specimens　were　prepared　and　wrapped　with　2　to　4　layers　of　BFRP　fibers.　The　results　show　that:　(1)　comparing　with　unconfined　specimens,　the　compressive　strength　and　peak　strain　of　the　specimens　confined　with　Basalt　fibers　are　improved　significantly,　not　only　cylindrical　but　also　quadrate;　(2)　the　compressive　strength　increases　with　the　number　of　BFRP　layers;　with　equal　number　of　confinement　layers,　the　compressive　strength　and　peak　strain　of　cylindrical　specimens　is　higher　than　that　of　quadrate;　(3)　the　wrapped　fiber　of　quadrate　specimens　are　more　likely　to　rupture　at　the　corners　of　specimen.　Meanwhile,　the　compressive　strength　models　of　specimen　confined　by　Basalt　fibers　were　proposed,　the　theoretical　values　are　in　good　agreement　with　the　test　data.